Sunday, August 14, 2016, 04:19 PM

PAGE NO. 1

****************************************************
* *
* STAAD.Pro V8i SELECTseries4 *
* Version 20.07.09.31 *
* Proprietary Program of *
* Bentley Systems, Inc. *
* Date= AUG 14, 2016 *
* Time= 16:16:26 *
* *
* USER ID: design *
****************************************************

1. STAAD SPACE
INPUT FILE: 2STOREY WITH MEZZANINE.STD
2. START JOB INFORMATION
3. ENGINEER DATE 21-JUL-16
4. END JOB INFORMATION
5. INPUT WIDTH 79
6. UNIT METER KN
7. JOINT COORDINATES
8. 1 0 0 0.62; 2 3.71 0 0.43; 3 6.92 0 0.27; 4 12.27 0 0; 5 0 0 3.09
9. 6 3.71 0 3.42; 7 6.92 0 3.7; 8 12.27 0 3.7; 9 6.68 0 7.98; 10 12.27 0 7.98
10. 11 6.55 0 12.28; 12 12.27 0 12.28; 13 6.42 0 16.58; 14 12.27 0 16.58
11. 15 0 3.3 0.62; 16 3.71 3.3 0.43; 17 6.92 3.3 0.27; 18 12.27 3.3 0
12. 19 0 3.3 3.09; 20 3.71 3.3 3.42; 21 6.92 3.3 3.7; 22 12.27 3.3 3.7
13. 23 6.68 3.3 7.98; 24 12.27 3.3 7.98; 25 6.55 3.3 12.28; 26 12.27 3.3 12.28
14. 27 6.42 3.3 16.58; 28 12.27 3.3 16.58; 29 9.46676 3.3 0.141472
15. 30 9.58 3.3 3.7; 31 9.47 3.3 7.98; 32 9.47 3.3 12.28; 33 9.47 3.3 16.58
16. 34 6.42 3.3 18.26; 35 12.27 3.3 18.26; 36 9.47 3.3 18.26; 37 13.35 3.3 0
17. 38 13.35 3.3 3.7; 39 13.35 3.3 7.98; 40 13.35 3.3 12.28; 41 13.35 3.3 16.58
18. 42 13.35 3.3 18.26; 43 0 6.3 0.62; 44 3.71 6.3 0.43; 45 6.92 6.3 0.27
19. 46 12.27 6.3 0; 47 0 6.3 3.09; 48 3.71 6.3 3.42; 49 6.92 6.3 3.7
20. 50 12.27 6.3 3.7; 51 6.68 6.3 7.98; 52 12.27 6.3 7.98; 53 6.55 6.3 12.28
21. 54 12.27 6.3 12.28; 55 6.42 6.3 16.58; 56 12.27 6.3 16.58
22. 57 9.46676 6.3 0.141472; 58 9.58 6.3 3.7; 59 9.47 6.3 7.98; 60 6.42 6.3 18.26
23. 61 12.27 6.3 18.26; 63 13.35 6.3 0; 64 13.35 6.3 3.7; 65 13.35 6.3 7.98
24. 66 13.35 6.3 12.28; 67 13.35 6.3 16.58; 68 13.35 6.3 18.26; 69 0 9 0.62
25. 70 3.71 9 0.43; 71 6.92 9 0.27; 72 12.27 9 0; 73 0 9 3.09; 74 3.71 9 3.42
26. 75 6.92 9 3.7; 76 12.27 9 3.7; 77 6.68 9 7.98; 78 12.27 9 7.98; 79 13.35 9 0
27. 80 13.35 9 3.7; 81 13.35 9 7.98
28. MEMBER INCIDENCES
29. 1 1 15; 2 2 16; 3 3 17; 4 4 18; 5 5 19; 6 6 20; 7 7 21; 8 8 22; 9 9 23
30. 10 10 24; 11 11 25; 12 12 26; 13 13 27; 14 14 28; 15 15 16; 16 16 17; 17 17 29
31. 18 19 20; 19 20 21; 20 21 30; 21 23 31; 22 25 32; 23 27 33; 24 15 19; 25 16 20
32. 26 17 21; 27 21 23; 28 23 25; 29 25 27; 30 18 22; 31 22 24; 32 24 26; 33 26 28
33. 34 29 18; 35 30 22; 36 31 24; 37 32 26; 38 33 28; 39 29 30; 40 30 31; 41 32 33
34. 42 27 34; 43 33 36; 44 28 35; 45 34 36; 46 36 35; 47 18 37; 48 22 38; 49 24 39
35. 50 26 40; 51 28 41; 52 35 42; 53 37 38; 54 38 39; 55 39 40; 56 40 41; 57 41 42
36. 58 15 43; 59 16 44; 60 17 45; 61 18 46; 62 19 47; 63 20 48; 64 21 49; 65 22 50
37. 66 23 51; 67 24 52; 68 25 53; 69 26 54; 70 27 55; 71 28 56; 72 43 44; 73 44 45
38. 74 45 57; 75 57 46; 76 47 48; 77 48 49; 78 49 58; 79 58 50; 80 51 59; 81 59 52

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 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 2

39. 82 53 54; 83 55 56; 84 43 47; 85 44 48; 86 45 49; 87 49 51; 88 51 53; 89 53 55

40. 90 57 58; 91 58 59; 92 46 50; 93 50 52; 94 52 54; 95 54 56; 96 55 60; 97 56 61
41. 98 46 63; 99 50 64; 100 52 65; 101 54 66; 102 56 67; 103 60 61; 104 61 68
42. 105 63 64; 106 64 65; 107 65 66; 108 66 67; 109 67 68; 110 43 69; 111 44 70
43. 112 45 71; 113 46 72; 114 47 73; 115 48 74; 116 49 75; 117 50 76; 118 51 77
44. 119 52 78; 120 69 70; 121 70 71; 122 71 72; 123 73 74; 124 74 75; 125 75 76
45. 126 77 78; 127 69 73; 128 70 74; 129 71 75; 130 75 77; 131 72 76; 132 76 78
46. 133 72 79; 134 76 80; 135 78 81; 136 79 80; 137 80 81
47. START GROUP DEFINITION
48. MEMBER
49. _COL1 1 TO 14
50. _COL2 58 TO 71
51. _COL3 110 TO 119
52. _B-1 17 20 TO 23 34 TO 38 74 75 78 TO 81
53. _B-2 26 TO 33 86 87 92 93
54. _B-3 15 16 18 19 72 73 76 77
55. _B-4 24 25 84 85
56. _RB-1 82 83 122 125 126
57. _RB-2 88 89 94 95 129 TO 132
58. _RB-3 120 121 123 124 127 128
59. _B-5 45 46 52 TO 57 105 106
60. _RB-4 103 104 107 TO 109 136 137
61. _CB-1 42 TO 44
62. _CB-2 47 TO 51 98 TO 100
63. _RCB-1 96 97
64. _RCB-2 101 102 133 TO 135
65. _B-2A 39 TO 41 90 91
66. END GROUP DEFINITION
67. DEFINE MATERIAL START
68. ISOTROPIC CONCRETE
69. E 2.17185E+007
70. POISSON 0.17
71. DENSITY 23.5616
72. ALPHA 1E-005
73. DAMP 0.05
74. TYPE CONCRETE
75. STRENGTH FCU 27579
76. END DEFINE MATERIAL
77. MEMBER PROPERTY AMERICAN
78. 1 TO 14 PRIS YD 0.3 ZD 0.3
79. 58 TO 71 PRIS YD 0.3 ZD 0.3
80. 110 TO 119 PRIS YD 0.25 ZD 0.25
81. 17 20 TO 23 34 TO 38 74 75 78 TO 81 PRIS YD 0.4 ZD 0.3
82. MEMBER PROPERTY AMERICAN
83. 26 TO 33 86 87 92 93 PRIS YD 0.4 ZD 0.3
84. 39 TO 41 90 91 PRIS YD 0.35 ZD 0.3
85. 15 16 18 19 72 73 76 77 PRIS YD 0.4 ZD 0.3
86. 24 25 84 85 PRIS YD 0.4 ZD 0.3
87. 82 83 122 125 126 PRIS YD 0.3 ZD 0.25
88. 88 89 94 95 129 TO 132 PRIS YD 0.3 ZD 0.25
89. 120 121 123 124 127 128 PRIS YD 0.3 ZD 0.25
90. 45 46 52 TO 57 105 106 PRIS YD 0.3 ZD 0.25
91. 103 104 107 TO 109 136 137 PRIS YD 0.3 ZD 0.2
92. 42 TO 44 PRIS YD 0.4 ZD 0.25
93. 47 TO 51 98 TO 100 PRIS YD 0.4 ZD 0.25
94. 96 97 PRIS YD 0.3 ZD 0.25

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 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 3

95. 101 102 133 TO 135 PRIS YD 0.3 ZD 0.25

96. CONSTANTS
97. MATERIAL CONCRETE ALL
98. SUPPORTS
99. 1 TO 14 FIXED
100. DEFINE UBC LOAD
101. ZONE 0.4 I 1 RWX 8.5 RWZ 8.5 STYP 3 CT 0.0731 NA 1.2 NV 1.6
102. SELFWEIGHT 1
103. MEMBER WEIGHT
104. 47 TO 52 98 TO 102 104 133 TO 135 UNI 6
105. 53 TO 57 105 106 UNI 7
106. 42 TO 46 UNI 8.5
107. 24 84 UNI 8.5
108. 23 38 UNI 9.5
109. 15 TO 19 34 72 TO 77 UNI 10.5
110. 20 TO 22 27 TO 29 31 TO 33 35 TO 37 78 TO 81 87 93 UNI 13
111. 25 26 30 39 TO 41 85 86 90 TO 92 UNI 14.5
112. 82 83 88 89 94 TO 97 103 120 TO 132 UNI 5.3
113. 107 TO 109 136 137 UNI 4.5
114. LOAD 1 LOADTYPE NONE TITLE SIESMIC @ X-DIRECTION
115. UBC LOAD X 1
116. PERFORM ANALYSIS

P R O B L E M S T A T I S T I C S
-----------------------------------

NUMBER OF JOINTS 80 NUMBER OF MEMBERS 137

NUMBER OF PLATES 0 NUMBER OF SOLIDS 0
NUMBER OF SURFACES 0 NUMBER OF SUPPORTS 14

SOLVER USED IS THE IN-CORE ADVANCED SOLVER

TOTAL PRIMARY LOAD CASES = 1, TOTAL DEGREES OF FREEDOM = 396

***********************************************************
* *
* X DIRECTION : Ta = 0.380 Tb = 0.664 Tuser = 0.000 *
* T = 0.380, LOAD FACTOR = 1.000 *
* UBC TYPE = 97 *
* UBC FACTOR V = 0.1412 x 3750.18 = 529.44 KN *
* *
***********************************************************

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STAAD SPACE -- PAGE NO. 4

117. CHANGE
118. LOAD 2 LOADTYPE NONE TITLE SEISMIC @ Z-DIRECTION
119. UBC LOAD Z 1
120. PERFORM ANALYSIS

***********************************************************
* *
* Z DIRECTION : Ta = 0.380 Tb = 0.652 Tuser = 0.000 *
* T = 0.380, LOAD FACTOR = 1.000 *
* UBC TYPE = 97 *
* UBC FACTOR V = 0.1412 x 3750.18 = 529.44 KN *
* *
***********************************************************

121. CHANGE
122. LOAD 3 LOADTYPE NONE TITLE DEAD LOAD
123. SELFWEIGHT Y -1
124. MEMBER LOAD
125. 47 TO 52 98 TO 102 104 133 TO 135 UNI GY -6
126. 53 TO 57 105 106 UNI GY -7
127. 42 TO 46 UNI GY -8.5
128. 24 84 UNI GY -8.5
129. 23 38 UNI GY -9.5
130. 15 TO 19 34 72 TO 77 UNI GY -10.5
131. 20 TO 22 27 TO 29 31 TO 33 35 TO 37 78 TO 81 87 93 UNI GY -13
132. 25 26 30 39 TO 41 85 86 90 TO 92 UNI GY -14.5
133. 82 83 88 89 94 TO 97 103 120 TO 132 UNI GY -5.3
134. 107 TO 109 136 137 UNI GY -4.5
135. JOINT LOAD
136. 53 TO 56 69 TO 78 FY -15
137. LOAD 4 LOADTYPE NONE TITLE LIVE LOAD
138. FLOOR LOAD
139. YRANGE 3.3 3.3 FLOAD -1.9 XRANGE 0 3.71 ZRANGE 0.43 3.42 GY
**NOTE** about Floor/OneWay Loads/Weights.
Please note that depending on the shape of the floor you may
have to break up the FLOOR/ONEWAY LOAD into multiple commands.
For details please refer to Technical Reference Manual
Section 5.32.4 Note 6.

140. YRANGE 3.3 3.3 FLOAD -1.9 XRANGE 3.71 6.92 ZRANGE 0.27 3.7 GY
141. YRANGE 3.3 3.3 FLOAD -1.9 XRANGE 6.92 9.58 ZRANGE 0.141 3.7 GY
142. YRANGE 3.3 3.3 FLOAD -1.9 XRANGE 9.467 12.27 ZRANGE 0 3.7 GY
143. YRANGE 3.3 3.3 FLOAD -1.9 XRANGE 6.68 9.58 ZRANGE 3.7 7.98 GY
144. YRANGE 3.3 3.3 FLOAD -1.9 XRANGE 9.47 12.27 ZRANGE 3.7 7.98 GY

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STAAD SPACE -- PAGE NO. 5

145. YRANGE 3.3 3.3 FLOAD -1.9 XRANGE 6.55 12.27 ZRANGE 7.98 12.28 GY
146. YRANGE 3.3 3.3 FLOAD -1.9 XRANGE 6.42 9.47 ZRANGE 12.28 16.58 GY
147. YRANGE 3.3 3.3 FLOAD -1.9 XRANGE 9.47 12.27 ZRANGE 12.28 16.58 GY
148. YRANGE 3.3 3.3 FLOAD -1.9 XRANGE 6.42 9.47 ZRANGE 16.58 18.26 GY
149. YRANGE 3.3 3.3 FLOAD -1.9 XRANGE 9.47 12.27 ZRANGE 16.58 18.26 GY
150. YRANGE 3.3 3.3 FLOAD -1.9 XRANGE 12.27 13.35 ZRANGE 16.58 18.26 GY
151. YRANGE 6.3 6.3 FLOAD -1.9 XRANGE 0 3.71 ZRANGE 0.43 3.42 GY
152. YRANGE 6.3 6.3 FLOAD -1.9 XRANGE 3.71 6.92 ZRANGE 0.27 3.7 GY
153. YRANGE 6.3 6.3 FLOAD -1.9 XRANGE 6.92 9.58 ZRANGE 0.141 3.7 GY
154. YRANGE 6.3 6.3 FLOAD -1.9 XRANGE 9.467 12.27 ZRANGE 0 3.7 GY
155. YRANGE 6.3 6.3 FLOAD -1.9 XRANGE 6.68 9.58 ZRANGE 3.7 7.98 GY
156. YRANGE 6.3 6.3 FLOAD -1.9 XRANGE 9.47 12.27 ZRANGE 3.7 7.98 GY
157. ONEWAY LOAD
158. YRANGE 3.3 3.3 ONE -1.9 XRANGE 12.27 13.35 ZRANGE 0 16.58 GY
159. YRANGE 6.3 6.3 ONE -1.9 XRANGE 12.27 13.35 ZRANGE 0 7.98 GY
160. LOAD COMB 5 1.2DL + 1.6LL
161. 3 1.2 4 1.6
162. LOAD COMB 6 1.2DL + 1.0LL + 1.0EQX
163. 1 1.0 3 1.2 4 1.0
164. LOAD COMB 7 1.2DL + 1.0LL + 1.0EQZ
165. 2 1.0 3 1.2 4 1.0
166. PERFORM ANALYSIS

167. START CONCRETE DESIGN

168. CODE ACI
169. FYMAIN 414000 ALL
170. FYSEC 414000 ALL
171. FC 28000 ALL
172. MAXMAIN 32 MEMB 15 TO 57 72 TO 109 120 TO 137
173. MINMAIN 16 MEMB 15 TO 57 72 TO 109 120 TO 137
174. MINSEC 10 MEMB 15 TO 57 72 TO 109 120 TO 137
175. MAXMAIN 20 MEMB 1 TO 14 58 TO 71 110 TO 119
176. MINMAIN 20 MEMB 1 TO 14 58 TO 71 110 TO 119
177. MINSEC 10 MEMB 1 TO 14 58 TO 71 110 TO 119
178. TRACK 0 ALL
179. DESIGN BEAM 15 TO 57 72 TO 109 120 TO 137

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 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 6

=====================================================================

BEAM NO. 15 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 3715. MM FY - 414. FC - 28. MPA, SIZE - 300. X 400. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 58. 2 - 20MM 0. 3334. YES NO

2 344. 2 - 16MM 0. 898. YES NO
3 344. 4 - 16MM 1734. 3715. NO YES

B E A M N O. 15 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 17.89 KNS Vc= 89.63 KNS Vs= 0.00 KNS
Tu= 0.54 KN-MET Tc= 3.4 KN-MET Ts= 0.0 KN-MET LOAD 3
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 69.69 KNS Vc= 87.84 KNS Vs= 5.08 KNS
Tu= 0.45 KN-MET Tc= 3.3 KN-MET Ts= 0.0 KN-MET LOAD 6
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT IS REQUIRED FOR SHEAR.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 171. MM C/C FOR 1516. MM

___ 15J____________________ 3714X 300X 400_____________________ 16J____

| |
||================= ========================================||
| 2No16 H 344. 0.TO 898 4No16 H 344.1734.TO 3715 | | |
| | | | | | | 10*10c/c171 |
| 2No20 H 58. 0.TO 3334 | | | | | | | | |
||=================================================================== |
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________ ___________
| | | | | | | | | |
| oo | | | | oooo | | oooo | | oooo |
| 2#16 | | | | 4#16 | | 4#16 | | 4#16 |
| | | | | | | | | |
| 2#20 | | 2#20 | | 2#20 | | 2#20 | | |
| oo | | oo | | oo | | oo | | |
| | | | | | | | | |
|___________| |___________| |___________| |___________| |___________|

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 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 7

=====================================================================

BEAM NO. 16 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 3214. MM FY - 414. FC - 28. MPA, SIZE - 300. X 400. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 0. 2059. YES NO

2 344. 2 - 16MM 0. 1392. YES NO
3 342. 3 - 20MM 738. 3214. NO YES

B E A M N O. 16 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 10.35 KNS Vc= 90.56 KNS Vs= 0.00 KNS
Tu= 0.81 KN-MET Tc= 3.4 KN-MET Ts= 0.0 KN-MET LOAD 3
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 69.20 KNS Vc= 89.50 KNS Vs= 2.76 KNS
Tu= 0.73 KN-MET Tc= 3.3 KN-MET Ts= 0.0 KN-MET LOAD 6
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT IS REQUIRED FOR SHEAR.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 172. MM C/C FOR 1265. MM

___ 16J____________________ 3213X 300X 400_____________________ 17J____

| |
||=========================================================================||
| 2No16 H 344. 0.TO21392342. 738.TO 3214 | |
| | | | 9*10c/c172 |
| 2No16 H 56. 0.TO 2059 | | | |
||=============================================== |
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________ ___________
| | | | | | | | | |
| oo | | ooo | | ooo | | ooo | | ooo |
| 2#16 | | 3#20 | | 3#20 | | 3#20 | | 3#20 |
| | | | | | | | | |
| 2#16 | | 2#16 | | 2#16 | | | | |
| oo | | oo | | oo | | | | |
| | | | | | | | | |
|___________| |___________| |___________| |___________| |___________|

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 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 8

=====================================================================

BEAM NO. 17 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 2550. MM FY - 414. FC - 28. MPA, SIZE - 300. X 400. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 3 - 16MM 0. 2550. YES YES

2 344. 3 - 16MM 0. 1438. YES NO

B E A M N O. 17 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 64.95 KNS Vc= 88.78 KNS Vs= 0.00 KNS
Tu= 6.88 KN-MET Tc= 3.3 KN-MET Ts= 9.2 KN-MET LOAD 5
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 132. MM C/C FOR 933. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 2.05 SQ.CM.

AT END SUPPORT - Vu= 28.91 KNS Vc= 88.78 KNS Vs= 0.00 KNS
Tu= 6.88 KN-MET Tc= 3.3 KN-MET Ts= 9.2 KN-MET LOAD 5
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 132. MM C/C FOR 933. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 2.05 SQ.CM.

___ 17J____________________ 2550X 300X 400_____________________ 29J____

| |
||========================================= |
| 3No16 H 344.| 0.TO 1438| | | | |
| 9*10c/c132 | | | | | | | 9*10c/c132 |
| 3No16 H |56.| 0.TO 2550| | | | |
||=========================================================================||
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________ ___________
| | | | | | | | | |
| ooo | | ooo | | ooo | | | | |
| 3#16 | | 3#16 | | 3#16 | | | | |
| | | | | | | | | |
| 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 |
| ooo | | ooo | | ooo | | ooo | | ooo |
| | | | | | | | | |
|___________| |___________| |___________| |___________| |___________|

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 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 9

=====================================================================

BEAM NO. 18 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 3725. MM FY - 414. FC - 28. MPA, SIZE - 300. X 400. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 4 - 16MM 0. 3153. YES NO

2 344. 2 - 16MM 0. 898. YES NO
3 344. 4 - 16MM 1740. 3725. NO YES

B E A M N O. 18 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 17.93 KNS Vc= 90.17 KNS Vs= 0.00 KNS
Tu= 0.30 KN-MET Tc= 3.4 KN-MET Ts= 0.0 KN-MET LOAD 3
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 71.46 KNS Vc= 87.98 KNS Vs= 7.31 KNS
Tu= 0.58 KN-MET Tc= 3.3 KN-MET Ts= 0.0 KN-MET LOAD 6
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT IS REQUIRED FOR SHEAR.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 172. MM C/C FOR 1520. MM

___ 19J____________________ 3724X 300X 400_____________________ 20J____

| |
||================= ========================================||
| 2No16 H 344. 0.TO 898 4No16 H 344.1740.TO 3725 | |
| | | | | | | 10*10c/c172 |
| 4No16 H 56. 0.TO 3153 | | | | | | | |
||=============================================================== |
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________ ___________
| | | | | | | | | |
| oo | | | | oooo | | oooo | | oooo |
| 2#16 | | | | 4#16 | | 4#16 | | 4#16 |
| | | | | | | | | |
| 4#16 | | 4#16 | | 4#16 | | 4#16 | | |
| oooo | | oooo | | oooo | | oooo | | |
| | | | | | | | | |
|___________| |___________| |___________| |___________| |___________|

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 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 10

=====================================================================

BEAM NO. 19 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 3222. MM FY - 414. FC - 28. MPA, SIZE - 300. X 400. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 3 - 16MM 0. 1685. YES NO

2 342. 4 - 20MM 0. 3222. YES YES

B E A M N O. 19 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 6.86 KNS Vc= 90.65 KNS Vs= 0.00 KNS
Tu= 0.79 KN-MET Tc= 3.4 KN-MET Ts= 0.0 KN-MET LOAD 3
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 39.40 KNS Vc= 90.58 KNS Vs= 0.00 KNS
Tu= 1.05 KN-MET Tc= 3.4 KN-MET Ts= 0.0 KN-MET LOAD 5
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 172. MM C/C FOR 1269. MM

___ 20J____________________ 3222X 300X 400_____________________ 21J____

| |
||=========================================================================||
| 4No20 H 342. 0.TO 3222 | |
| | 9*10c/c172 |
| 3No16 H 56. 0.TO 1685 | |
||====================================== |
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________ ___________
| | | | | | | | | |
| oooo | | oooo | | oooo | | oooo | | oooo |
| 4#20 | | 4#20 | | 4#20 | | 4#20 | | 4#20 |
| | | | | | | | | |
| 3#16 | | 3#16 | | 3#16 | | | | |
| ooo | | ooo | | ooo | | | | |
| | | | | | | | | |
|___________| |___________| |___________| |___________| |___________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 10 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 11

=====================================================================

BEAM NO. 20 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 2660. MM FY - 414. FC - 28. MPA, SIZE - 300. X 400. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 61. 2 - 25MM 0. 2660. YES YES

2 339. 2 - 25MM 0. 1834. YES NO

B E A M N O. 20 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 110.74 KNS Vc= 86.31 KNS Vs= 61.34 KNS
Tu= 3.50 KN-MET Tc= 3.3 KN-MET Ts= 4.7 KN-MET LOAD 5
STIRRUPS ARE REQUIRED FOR SHEAR AND TORSION.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 132. MM C/C FOR 988. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.04 SQ.CM.

AT END SUPPORT - Vu= 40.50 KNS Vc= 87.48 KNS Vs= 0.00 KNS
Tu= 1.88 KN-MET Tc= 3.3 KN-MET Ts= 0.0 KN-MET LOAD 3
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 170. MM C/C FOR 988. MM

___ 21J____________________ 2659X 300X 400_____________________ 30J____

| |
||=================================================== |
| 2No25 H 339.| 0.TO 1834| | | | | |
| 9*10c/c132 | | | | | | | | 7*10c/c170 |
| 2No25 H |61.| 0.TO 2660| | | | | |
||=========================================================================||
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________ ___________
| | | | | | | | | |
| oo | | oo | | oo | | | | |
| 2#25 | | 2#25 | | 2#25 | | | | |
| | | | | | | | | |
| 2#25 | | 2#25 | | 2#25 | | 2#25 | | 2#25 |
| oo | | oo | | oo | | oo | | oo |
| | | | | | | | | |
|___________| |___________| |___________| |___________| |___________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 11 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 12

=====================================================================

BEAM NO. 21 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 2790. MM FY - 414. FC - 28. MPA, SIZE - 300. X 400. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 4 - 16MM 0. 2790. YES YES

2 344. 3 - 16MM 0. 1286. YES NO

B E A M N O. 21 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 77.08 KNS Vc= 87.83 KNS Vs= 14.95 KNS
Tu= 13.49 KN-MET Tc= 3.3 KN-MET Ts= 18.0 KN-MET LOAD 7
STIRRUPS ARE REQUIRED FOR SHEAR AND TORSION.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 132. MM C/C FOR 1053. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 4.02 SQ.CM.

AT END SUPPORT - Vu= 27.52 KNS Vc= 87.83 KNS Vs= 0.00 KNS
Tu= 13.49 KN-MET Tc= 3.3 KN-MET Ts= 18.0 KN-MET LOAD 7
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 132. MM C/C FOR 1053. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 4.02 SQ.CM.

___ 23J____________________ 2790X 300X 400_____________________ 31J____

| |
||================================== |
| 3No16 H 344.| 0.TO 1286| | | |
| 9*10c/c132 | | | | | | 9*10c/c132 |
| 4No16 H |56.| 0.TO 2790| | | |
||=========================================================================||
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________ ___________
| | | | | | | | | |
| ooo | | ooo | | | | | | |
| 3#16 | | 3#16 | | | | | | |
| | | | | | | | | |
| 4#16 | | 4#16 | | 4#16 | | 4#16 | | 4#16 |
| oooo | | oooo | | oooo | | oooo | | oooo |
| | | | | | | | | |
|___________| |___________| |___________| |___________| |___________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 12 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 13

=====================================================================

BEAM NO. 22 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 2920. MM FY - 414. FC - 28. MPA, SIZE - 300. X 400. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 4 - 16MM 0. 2920. YES YES

2 344. 3 - 16MM 0. 1318. YES NO

B E A M N O. 22 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 80.13 KNS Vc= 90.49 KNS Vs= 16.36 KNS
Tu= 9.25 KN-MET Tc= 3.4 KN-MET Ts= 12.3 KN-MET LOAD 5
STIRRUPS ARE REQUIRED FOR SHEAR AND TORSION.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 132. MM C/C FOR 1118. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 2.76 SQ.CM.

AT END SUPPORT - Vu= 21.62 KNS Vc= 90.49 KNS Vs= 0.00 KNS
Tu= 9.25 KN-MET Tc= 3.4 KN-MET Ts= 12.3 KN-MET LOAD 5
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 132. MM C/C FOR 1118. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 2.76 SQ.CM.

___ 25J____________________ 2920X 300X 400_____________________ 32J____

| |
||================================= |
| 3No16 H 344.| 0.TO 1318| | | |
| 10*10c/c132 | | | | | | 10*10c/c132 |
| 4No16 H |56.| 0.TO 2920| | | |
||=========================================================================||
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________ ___________
| | | | | | | | | |
| ooo | | ooo | | | | | | |
| 3#16 | | 3#16 | | | | | | |
| | | | | | | | | |
| 4#16 | | 4#16 | | 4#16 | | 4#16 | | 4#16 |
| oooo | | oooo | | oooo | | oooo | | oooo |
| | | | | | | | | |
|___________| |___________| |___________| |___________| |___________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 13 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 14

=====================================================================

BEAM NO. 23 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 3050. MM FY - 414. FC - 28. MPA, SIZE - 300. X 400. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 58. 4 - 20MM 0. 3050. YES YES

2 344. 4 - 16MM 0. 1351. YES NO

B E A M N O. 23 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 90.38 KNS Vc= 97.63 KNS Vs= 22.87 KNS
Tu= 3.76 KN-MET Tc= 3.4 KN-MET Ts= 5.0 KN-MET LOAD 7
STIRRUPS ARE REQUIRED FOR SHEAR AND TORSION.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 132. MM C/C FOR 1183. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.12 SQ.CM.

AT END SUPPORT - Vu= 42.86 KNS Vc= 89.67 KNS Vs= 0.00 KNS
Tu= 0.06 KN-MET Tc= 3.4 KN-MET Ts= 0.0 KN-MET LOAD 5
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 171. MM C/C FOR 1183. MM

___ 27J____________________ 3050X 300X 400_____________________ 33J____

| |
||================================ |
| 4No16 H 344.| 0.TO 1351| | |
| 10*10c/c132 | | | | | 8*10c/c171 |
| 4No20 H |58.| 0.TO 3050| | |
||=========================================================================||
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________ ___________
| | | | | | | | | |
| oooo | | oooo | | | | | | |
| 4#16 | | 4#16 | | | | | | |
| | | | | | | | | |
| 4#20 | | 4#20 | | 4#20 | | 4#20 | | 4#20 |
| oooo | | oooo | | oooo | | oooo | | oooo |
| | | | | | | | | |
|___________| |___________| |___________| |___________| |___________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 14 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 15

=====================================================================

BEAM NO. 24 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 2470. MM FY - 414. FC - 28. MPA, SIZE - 300. X 400. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 3 - 16MM 0. 2225. YES NO

2 344. 2 - 16MM 0. 794. YES NO
3 344. 3 - 16MM 750. 2470. NO YES

B E A M N O. 24 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 39.21 KNS Vc= 90.34 KNS Vs= 0.00 KNS
Tu= 1.12 KN-MET Tc= 3.4 KN-MET Ts= 0.0 KN-MET LOAD 7
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 172. MM C/C FOR 893. MM

AT END SUPPORT - Vu= 67.54 KNS Vc= 90.34 KNS Vs= 0.00 KNS
Tu= 1.12 KN-MET Tc= 3.4 KN-MET Ts= 0.0 KN-MET LOAD 7
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 172. MM C/C FOR 893. MM

___ 15J____________________ 2470X 300X 400_____________________ 19J____

| |
||=========================================================================||
| 2No16 H 344.| 0.TO 794o16 H 344. 750.TO 2470 | | | | |
| 7*10c/c172 | | | | | | | | 7*10c/c172 |
| 3No16 H 56.| 0.TO 2225| | | | | | | | |
||=================================================================== |
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________ ___________
| | | | | | | | | |
| oo | | oo | | ooo | | ooo | | ooo |
| 2#16 | | 2#16 | | 3#16 | | 3#16 | | 3#16 |
| | | | | | | | | |
| 3#16 | | 3#16 | | 3#16 | | 3#16 | | |
| ooo | | ooo | | ooo | | ooo | | |
| | | | | | | | | |
|___________| |___________| |___________| |___________| |___________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 15 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 16

=====================================================================

BEAM NO. 25 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 2990. MM FY - 414. FC - 28. MPA, SIZE - 300. X 400. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 3 - 16MM 0. 2905. YES NO

2 344. 2 - 16MM 0. 837. YES NO
3 344. 4 - 16MM 1281. 2990. NO YES

B E A M N O. 25 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 17.26 KNS Vc= 90.22 KNS Vs= 0.00 KNS
Tu= 0.10 KN-MET Tc= 3.4 KN-MET Ts= 0.0 KN-MET LOAD 3
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 34.97 KNS Vc= 89.95 KNS Vs= 0.00 KNS
Tu= 0.20 KN-MET Tc= 3.4 KN-MET Ts= 0.0 KN-MET LOAD 5
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 172. MM C/C FOR 1153. MM

___ 16J____________________ 2990X 300X 400_____________________ 20J____

| |
||==================== ===========================================||
| 2No16 H 344. 0.TO 837 4No16 H 344.1281.TO 2990 | | | |
| | | | | 8*10c/c172 |
| 3No16 H 56. 0.TO 2905 | | | | | | |
||======================================================================== |
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________ ___________
| | | | | | | | | |
| oo | | oo | | oooo | | oooo | | oooo |
| 2#16 | | 2#16 | | 4#16 | | 4#16 | | 4#16 |
| | | | | | | | | |
| 3#16 | | 3#16 | | 3#16 | | 3#16 | | |
| ooo | | ooo | | ooo | | ooo | | |
| | | | | | | | | |
|___________| |___________| |___________| |___________| |___________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 16 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 17

=====================================================================

BEAM NO. 26 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 3430. MM FY - 414. FC - 28. MPA, SIZE - 300. X 400. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 3 - 16MM 0. 2987. YES NO

2 344. 2 - 16MM 0. 874. YES NO
3 344. 4 - 16MM 1556. 3430. NO YES

B E A M N O. 26 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 18.58 KNS Vc= 90.24 KNS Vs= 0.00 KNS
Tu= 1.79 KN-MET Tc= 3.4 KN-MET Ts= 0.0 KN-MET LOAD 3
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 42.81 KNS Vc= 89.88 KNS Vs= 0.00 KNS
Tu= 3.00 KN-MET Tc= 3.4 KN-MET Ts= 0.0 KN-MET LOAD 5
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 172. MM C/C FOR 1373. MM

___ 17J____________________ 3430X 300X 400_____________________ 21J____

| |
||================== =========================================||
| 2No16 H 344. 0.TO 874 4No16 H 344.1556.TO 3430 | | |
| | | | | | 9*10c/c172 |
| 3No16 H 56. 0.TO 2987 | | | | | | |
||================================================================= |
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________ ___________
| | | | | | | | | |
| oo | | oo | | oooo | | oooo | | oooo |
| 2#16 | | 2#16 | | 4#16 | | 4#16 | | 4#16 |
| | | | | | | | | |
| 3#16 | | 3#16 | | 3#16 | | 3#16 | | |
| ooo | | ooo | | ooo | | ooo | | |
| | | | | | | | | |
|___________| |___________| |___________| |___________| |___________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 17 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 18

=====================================================================

BEAM NO. 27 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 4287. MM FY - 414. FC - 28. MPA, SIZE - 300. X 400. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 0. 3553. YES NO

2 344. 2 - 16MM 0. 1302. YES NO
3 344. 4 - 16MM 2091. 4287. NO YES

B E A M N O. 27 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 36.31 KNS Vc= 90.64 KNS Vs= 0.00 KNS
Tu= 6.61 KN-MET Tc= 3.4 KN-MET Ts= 8.8 KN-MET LOAD 6
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 132. MM C/C FOR 1801. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.97 SQ.CM.

AT END SUPPORT - Vu= 37.57 KNS Vc= 90.64 KNS Vs= 0.00 KNS
Tu= 6.61 KN-MET Tc= 3.4 KN-MET Ts= 8.8 KN-MET LOAD 6
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 132. MM C/C FOR 1801. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.97 SQ.CM.

___ 21J____________________ 4286X 300X 400_____________________ 23J____

| |
||====================== ======================================||
| 2No16 H 344.| 0.TO 1302 4No16 H 344.2091.TO 4287| |
| 15*10c/c132 | | | | | | | | | | | | 15*10c/c132 |
| 2No16 H 56.| 0.TO 3553 | | | | | | | | | |
||============================================================== |
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________ ___________
| | | | | | | | | |
| oo | | oo | | oooo | | oooo | | oooo |
| 2#16 | | 2#16 | | 4#16 | | 4#16 | | 4#16 |
| | | | | | | | | |
| 2#16 | | 2#16 | | 2#16 | | 2#16 | | |
| oo | | oo | | oo | | oo | | |
| | | | | | | | | |
|___________| |___________| |___________| |___________| |___________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 18 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 19

=====================================================================

BEAM NO. 28 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 4302. MM FY - 414. FC - 28. MPA, SIZE - 300. X 400. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 0. 3593. YES NO

2 344. 2 - 16MM 0. 1305. YES NO
3 344. 4 - 16MM 2101. 4302. NO YES

B E A M N O. 28 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 41.64 KNS Vc= 90.71 KNS Vs= 0.00 KNS
Tu= 1.92 KN-MET Tc= 3.4 KN-MET Ts= 0.0 KN-MET LOAD 5
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 172. MM C/C FOR 1809. MM

AT END SUPPORT - Vu= 45.28 KNS Vc= 89.68 KNS Vs= 0.00 KNS
Tu= 1.92 KN-MET Tc= 3.4 KN-MET Ts= 0.0 KN-MET LOAD 5
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 172. MM C/C FOR 1809. MM

___ 23J____________________ 4301X 300X 400_____________________ 25J____

| |
||====================== ======================================||
| 2No16 H 344.| 0.TO 1305 4No16 H 344.2101.TO 4302| |
| 12*10c/c172 | | | | | | | | | 12*10c/c172 |
| 2No16 H |56.| 0.TO 3593 | | | | | | | |
||============================================================== |
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________ ___________
| | | | | | | | | |
| oo | | oo | | oooo | | oooo | | oooo |
| 2#16 | | 2#16 | | 4#16 | | 4#16 | | 4#16 |
| | | | | | | | | |
| 2#16 | | 2#16 | | 2#16 | | 2#16 | | |
| oo | | oo | | oo | | oo | | |
| | | | | | | | | |
|___________| |___________| |___________| |___________| |___________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 19 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 20

=====================================================================

BEAM NO. 29 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 4302. MM FY - 414. FC - 28. MPA, SIZE - 300. X 400. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 0. 3254. YES NO

2 344. 2 - 16MM 0. 1305. YES NO
3 339. 2 - 25MM 1383. 4302. NO YES

B E A M N O. 29 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 3.58 KNS Vc= 86.36 KNS Vs= 0.00 KNS
Tu= 3.56 KN-MET Tc= 3.5 KN-MET Ts= 4.8 KN-MET LOAD 7
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 132. MM C/C FOR 1809. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.06 SQ.CM.

AT END SUPPORT - Vu= 71.14 KNS Vc= 87.80 KNS Vs= 7.06 KNS
Tu= 3.56 KN-MET Tc= 3.5 KN-MET Ts= 4.8 KN-MET LOAD 7
STIRRUPS ARE REQUIRED FOR SHEAR AND TORSION.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 132. MM C/C FOR 1809. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.06 SQ.CM.

___ 25J____________________ 4301X 300X 400_____________________ 27J____

| |
||=========================================================================||
| 2No16 H 344.| 0.TO 1305No25 H|339.1383.TO|4302 | | | |
| 15*10c/c132 | | | | | | | | | | | | | | | 15*10c/c132 |
| 2No16 H 56.| 0.TO 3254| | | | | | | | | | | |
||======================================================== |
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________ ___________
| | | | | | | | | |
| oo | | oo | | oo | | oo | | oo |
| 2#16 | | 2#16 | | 2#25 | | 2#25 | | 2#25 |
| | | | | | | | | |
| 2#16 | | 2#16 | | 2#16 | | 2#16 | | |
| oo | | oo | | oo | | oo | | |
| | | | | | | | | |
|___________| |___________| |___________| |___________| |___________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 20 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 21

=====================================================================

BEAM NO. 30 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 3700. MM FY - 414. FC - 28. MPA, SIZE - 300. X 400. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 58. 2 - 20MM 0. 3321. YES NO

2 344. 2 - 16MM 0. 896. YES NO
3 342. 3 - 20MM 1578. 3700. NO YES

B E A M N O. 30 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 20.67 KNS Vc= 89.62 KNS Vs= 0.00 KNS
Tu= 0.82 KN-MET Tc= 3.4 KN-MET Ts= 0.0 KN-MET LOAD 3
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 45.17 KNS Vc= 89.29 KNS Vs= 0.00 KNS
Tu= 1.76 KN-MET Tc= 3.4 KN-MET Ts= 0.0 KN-MET LOAD 5
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 171. MM C/C FOR 1508. MM

___ 18J____________________ 3700X 300X 400_____________________ 22J____

| |
||================= ===========================================||
| 2No16 H 344. 0.TO 896 3No20 H 342.1578.TO 3700 | | | |
| | | | | 10*10c/c171 |
| 2No20 H 58. 0.TO 3321 | | | | | | |
||=================================================================== |
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________ ___________
| | | | | | | | | |
| oo | | | | ooo | | ooo | | ooo |
| 2#16 | | | | 3#20 | | 3#20 | | 3#20 |
| | | | | | | | | |
| 2#20 | | 2#20 | | 2#20 | | 2#20 | | |
| oo | | oo | | oo | | oo | | |
| | | | | | | | | |
|___________| |___________| |___________| |___________| |___________|

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 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 22

=====================================================================

BEAM NO. 31 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 4280. MM FY - 414. FC - 28. MPA, SIZE - 300. X 400. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 0. 3595. YES NO

2 344. 2 - 16MM 0. 1301. YES NO
3 344. 4 - 16MM 2087. 4280. NO YES

B E A M N O. 31 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 38.96 KNS Vc= 90.19 KNS Vs= 0.00 KNS
Tu= 1.18 KN-MET Tc= 3.4 KN-MET Ts= 0.0 KN-MET LOAD 5
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 172. MM C/C FOR 1798. MM

AT END SUPPORT - Vu= 44.04 KNS Vc= 90.19 KNS Vs= 0.00 KNS
Tu= 1.18 KN-MET Tc= 3.4 KN-MET Ts= 0.0 KN-MET LOAD 5
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 172. MM C/C FOR 1798. MM

___ 22J____________________ 4279X 300X 400_____________________ 24J____

| |
||====================== ======================================||
| 2No16 H 344.| 0.TO 1301 4No16 H 344.2087.TO 4280| |
| 12*10c/c172 | | | | | | | | | 12*10c/c172 |
| 2No16 H |56.| 0.TO 3595 | | | | | | | |
||============================================================== |
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________ ___________
| | | | | | | | | |
| oo | | oo | | oooo | | oooo | | oooo |
| 2#16 | | 2#16 | | 4#16 | | 4#16 | | 4#16 |
| | | | | | | | | |
| 2#16 | | 2#16 | | 2#16 | | 2#16 | | |
| oo | | oo | | oo | | oo | | |
| | | | | | | | | |
|___________| |___________| |___________| |___________| |___________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 22 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 23

=====================================================================

BEAM NO. 32 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 4300. MM FY - 414. FC - 28. MPA, SIZE - 300. X 400. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 0. 3611. YES NO

2 344. 2 - 16MM 0. 1305. YES NO
3 344. 4 - 16MM 2099. 4300. NO YES

B E A M N O. 32 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 44.22 KNS Vc= 91.04 KNS Vs= 0.00 KNS
Tu= 0.93 KN-MET Tc= 3.4 KN-MET Ts= 0.0 KN-MET LOAD 5
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 172. MM C/C FOR 1808. MM

AT END SUPPORT - Vu= 48.61 KNS Vc= 89.90 KNS Vs= 0.00 KNS
Tu= 0.93 KN-MET Tc= 3.4 KN-MET Ts= 0.0 KN-MET LOAD 5
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 172. MM C/C FOR 1808. MM

___ 24J____________________ 4300X 300X 400_____________________ 26J____

| |
||====================== ======================================||
| 2No16 H 344.| 0.TO 1305 4No16 H 344.2099.TO 4300| |
| 12*10c/c172 | | | | | | | | | 12*10c/c172 |
| 2No16 H |56.| 0.TO 3611 | | | | | | | |
||============================================================== |
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________ ___________
| | | | | | | | | |
| oo | | oo | | oooo | | oooo | | oooo |
| 2#16 | | 2#16 | | 4#16 | | 4#16 | | 4#16 |
| | | | | | | | | |
| 2#16 | | 2#16 | | 2#16 | | 2#16 | | |
| oo | | oo | | oo | | oo | | |
| | | | | | | | | |
|___________| |___________| |___________| |___________| |___________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 23 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 24

=====================================================================

BEAM NO. 33 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 4300. MM FY - 414. FC - 28. MPA, SIZE - 300. X 400. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 0. 3611. YES NO

2 344. 2 - 16MM 0. 1305. YES NO
3 342. 4 - 20MM 1481. 4300. NO YES

B E A M N O. 33 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 36.01 KNS Vc= 92.38 KNS Vs= 0.00 KNS
Tu= 2.99 KN-MET Tc= 3.5 KN-MET Ts= 0.0 KN-MET LOAD 5
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 172. MM C/C FOR 1808. MM

AT END SUPPORT - Vu= 34.44 KNS Vc= 88.73 KNS Vs= 0.00 KNS
Tu= 2.25 KN-MET Tc= 3.5 KN-MET Ts= 0.0 KN-MET LOAD 3
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 172. MM C/C FOR 1808. MM

___ 26J____________________ 4300X 300X 400_____________________ 28J____

| |
||====================== =================================================||
| 2No16 H 344.| 0.TO 1305|4No20 H|342.1481.TO|4300 | | | |
| 12*10c/c172 | | | | | | | | | | | | 12*10c/c172 |
| 2No16 H |56.| 0.TO 3611| | | | | | | | | | |
||============================================================== |
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________ ___________
| | | | | | | | | |
| oo | | oo | | oooo | | oooo | | oooo |
| 2#16 | | 2#16 | | 4#20 | | 4#20 | | 4#20 |
| | | | | | | | | |
| 2#16 | | 2#16 | | 2#16 | | 2#16 | | |
| oo | | oo | | oo | | oo | | |
| | | | | | | | | |
|___________| |___________| |___________| |___________| |___________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 24 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 25

=====================================================================

BEAM NO. 34 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 2807. MM FY - 414. FC - 28. MPA, SIZE - 300. X 400. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 3 - 16MM 0. 2212. YES NO

2 342. 4 - 20MM 204. 2807. NO YES

B E A M N O. 34 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 21.56 KNS Vc= 88.71 KNS Vs= 0.00 KNS
Tu= 5.72 KN-MET Tc= 3.3 KN-MET Ts= 7.6 KN-MET LOAD 5
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 132. MM C/C FOR 1062. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.71 SQ.CM.

AT END SUPPORT - Vu= 82.24 KNS Vc= 89.88 KNS Vs= 19.77 KNS
Tu= 4.66 KN-MET Tc= 3.4 KN-MET Ts= 6.2 KN-MET LOAD 6
STIRRUPS ARE REQUIRED FOR SHEAR AND TORSION.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 132. MM C/C FOR 1062. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.39 SQ.CM.

___ 29J____________________ 2806X 300X 400_____________________ 18J____

| |
| ======================================================================||
| 4No20 H 342.|204.TO 2807| | | | | | | | |
| 10*10c/c132 | | | | | | | | | | | | 10*10c/c132 |
| 3No16 H |56.| 0.TO 2212| | | | | | | | | |
||========================================================== |
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________ ___________
| | | | | | | | | |
| | | oooo | | oooo | | oooo | | oooo |
| | | 4#20 | | 4#20 | | 4#20 | | 4#20 |
| | | | | | | | | |
| 3#16 | | 3#16 | | 3#16 | | 3#16 | | |
| ooo | | ooo | | ooo | | ooo | | |
| | | | | | | | | |
|___________| |___________| |___________| |___________| |___________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 25 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 26

=====================================================================

BEAM NO. 35 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 2690. MM FY - 414. FC - 28. MPA, SIZE - 300. X 400. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 61. 2 - 25MM 0. 2288. YES NO

2 339. 4 - 25MM 0. 2690. YES YES

B E A M N O. 35 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 82.14 KNS Vc= 87.35 KNS Vs= 22.17 KNS
Tu= 3.32 KN-MET Tc= 3.3 KN-MET Ts= 4.4 KN-MET LOAD 6
STIRRUPS ARE REQUIRED FOR SHEAR AND TORSION.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 132. MM C/C FOR 1003. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 0.99 SQ.CM.

AT END SUPPORT - Vu= 129.59 KNS Vc= 87.35 KNS Vs= 85.44 KNS
Tu= 3.32 KN-MET Tc= 3.3 KN-MET Ts= 4.4 KN-MET LOAD 6
STIRRUPS ARE REQUIRED FOR SHEAR AND TORSION.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 132. MM C/C FOR 1003. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 0.99 SQ.CM.

___ 30J____________________ 2690X 300X 400_____________________ 22J____

| |
||=========================================================================||
| 4No25 H 339.| 0.TO 2690| | | | | | | | | |
| 9*10c/c132 | | | | | | | | | | | 9*10c/c132 |
| 2No25 H |61.| 0.TO 2288| | | | | | | | | |
||=============================================================== |
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________ ___________
| | | | | | | | | |
| oooo | | oooo | | oooo | | oooo | | oooo |
| 4#25 | | 4#25 | | 4#25 | | 4#25 | | 4#25 |
| | | | | | | | | |
| 2#25 | | 2#25 | | 2#25 | | 2#25 | | |
| oo | | oo | | oo | | oo | | |
| | | | | | | | | |
|___________| |___________| |___________| |___________| |___________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 26 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 27

=====================================================================

BEAM NO. 36 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 2800. MM FY - 414. FC - 28. MPA, SIZE - 300. X 400. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 4 - 16MM 0. 2032. YES NO

2 339. 4 - 25MM 0. 2800. YES YES

B E A M N O. 36 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 37.85 KNS Vc= 87.41 KNS Vs= 0.00 KNS
Tu= 13.90 KN-MET Tc= 3.3 KN-MET Ts= 18.5 KN-MET LOAD 7
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 132. MM C/C FOR 1058. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 4.14 SQ.CM.

AT END SUPPORT - Vu= 87.54 KNS Vc= 87.41 KNS Vs= 29.32 KNS
Tu= 13.90 KN-MET Tc= 3.3 KN-MET Ts= 18.5 KN-MET LOAD 7
STIRRUPS ARE REQUIRED FOR SHEAR AND TORSION.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 132. MM C/C FOR 1058. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 4.14 SQ.CM.

___ 31J____________________ 2799X 300X 400_____________________ 24J____

| |
||=========================================================================||
| 4No25 H 339.| 0.TO 2800| | | | | | | | |
| 10*10c/c132 | | | | | | | | | | | 10*10c/c132 |
| 4No16 H |56.| 0.TO 2032| | | | | | | | |
||====================================================== |
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________ ___________
| | | | | | | | | |
| oooo | | oooo | | oooo | | oooo | | oooo |
| 4#25 | | 4#25 | | 4#25 | | 4#25 | | 4#25 |
| | | | | | | | | |
| 4#16 | | 4#16 | | 4#16 | | | | |
| oooo | | oooo | | oooo | | | | |
| | | | | | | | | |
|___________| |___________| |___________| |___________| |___________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 27 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 28

=====================================================================

BEAM NO. 37 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 2800. MM FY - 414. FC - 28. MPA, SIZE - 300. X 400. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 4 - 16MM 0. 2046. YES NO

2 336. 2 - 32MM 0. 2800. YES YES

B E A M N O. 37 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 43.66 KNS Vc= 90.53 KNS Vs= 0.00 KNS
Tu= 10.24 KN-MET Tc= 3.4 KN-MET Ts= 13.7 KN-MET LOAD 5
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 132. MM C/C FOR 1058. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 3.05 SQ.CM.

AT END SUPPORT - Vu= 112.72 KNS Vc= 90.51 KNS Vs= 59.78 KNS
Tu= 9.60 KN-MET Tc= 3.4 KN-MET Ts= 12.8 KN-MET LOAD 6
STIRRUPS ARE REQUIRED FOR SHEAR AND TORSION.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 132. MM C/C FOR 1058. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 2.86 SQ.CM.

___ 32J____________________ 2799X 300X 400_____________________ 26J____

| |
||=========================================================================||
| 2No32 H 336.| 0.TO 2800| | | | | | | | |
| 10*10c/c132 | | | | | | | | | | | 10*10c/c132 |
| 4No16 H |56.| 0.TO 2046| | | | | | | | |
||====================================================== |
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________ ___________
| | | | | | | | | |
| OO | | OO | | OO | | OO | | OO |
| 2#32 | | 2#32 | | 2#32 | | 2#32 | | 2#32 |
| | | | | | | | | |
| 4#16 | | 4#16 | | 4#16 | | | | |
| oooo | | oooo | | oooo | | | | |
| | | | | | | | | |
|___________| |___________| |___________| |___________| |___________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 28 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 29

=====================================================================

BEAM NO. 38 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 2800. MM FY - 414. FC - 28. MPA, SIZE - 300. X 400. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 58. 4 - 20MM 0. 2219. YES NO

2 339. 4 - 25MM 0. 2800. YES YES

B E A M N O. 38 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 71.70 KNS Vc= 90.00 KNS Vs= 5.60 KNS
Tu= 5.48 KN-MET Tc= 3.4 KN-MET Ts= 7.3 KN-MET LOAD 7
STIRRUPS ARE REQUIRED FOR SHEAR AND TORSION.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 132. MM C/C FOR 1058. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.63 SQ.CM.

AT END SUPPORT - Vu= 109.38 KNS Vc= 90.00 KNS Vs= 55.84 KNS
Tu= 5.48 KN-MET Tc= 3.4 KN-MET Ts= 7.3 KN-MET LOAD 7
STIRRUPS ARE REQUIRED FOR SHEAR AND TORSION.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 132. MM C/C FOR 1058. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.63 SQ.CM.

___ 33J____________________ 2799X 300X 400_____________________ 28J____

| |
||=========================================================================||
| 4No25 H 339.| 0.TO 2800| | | | | | | | | |
| 10*10c/c132 | | | | | | | | | | | | 10*10c/c132 |
| 4No20 H |58.| 0.TO 2219| | | | | | | | | |
||=========================================================== |
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________ ___________
| | | | | | | | | |
| oooo | | oooo | | oooo | | oooo | | oooo |
| 4#25 | | 4#25 | | 4#25 | | 4#25 | | 4#25 |
| | | | | | | | | |
| 4#20 | | 4#20 | | 4#20 | | 4#20 | | |
| oooo | | oooo | | oooo | | oooo | | |
| | | | | | | | | |
|___________| |___________| |___________| |___________| |___________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 29 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 30

=====================================================================

BEAM NO. 39 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 3560. MM FY - 414. FC - 28. MPA, SIZE - 300. X 350. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 0. 3001. YES NO

2 294. 2 - 16MM 0. 749. YES NO
3 294. 2 - 16MM 2366. 3560. NO YES

B E A M N O. 39 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 29.86 KNS Vc= 77.45 KNS Vs= 0.00 KNS
Tu= 0.91 KN-MET Tc= 2.8 KN-MET Ts= 0.0 KN-MET LOAD 6
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 147. MM C/C FOR 1488. MM

AT END SUPPORT - Vu= 42.02 KNS Vc= 77.58 KNS Vs= 0.00 KNS
Tu= 0.80 KN-MET Tc= 2.8 KN-MET Ts= 0.0 KN-MET LOAD 5
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 147. MM C/C FOR 1488. MM

___ 29J____________________ 3560X 300X 350_____________________ 30J____

| |
||============== =========================||
| 2No16 H 294.| 0.TO 749 |2No16 H|294.2366.TO 3560 |
| 12*10c/c147 | | | | 12*10c/c147 |
| 2No16 H |56.| 0.TO 3001 | | | | |
||=============================================================== |
| |
|___________________________________________________________________________|
_____________ _____________ _____________ _____________
| | | | | | | |
| oo | | | | oo | | oo |
| 2#16 | | | | 2#16 | | 2#16 |
| | | | | | | |
| 2#16 | | 2#16 | | 2#16 | | |
| oo | | oo | | oo | | |
| | | | | | | |
|_____________| |_____________| |_____________| |_____________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 30 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 31

=====================================================================

BEAM NO. 40 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 4281. MM FY - 414. FC - 28. MPA, SIZE - 300. X 350. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 200. 3903. NO NO

2 294. 2 - 16MM 0. 1166. YES NO
3 294. 2 - 16MM 3294. 4281. NO YES

B E A M N O. 40 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 33.71 KNS Vc= 77.56 KNS Vs= 0.00 KNS
Tu= 0.47 KN-MET Tc= 2.8 KN-MET Ts= 0.0 KN-MET LOAD 3
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 147. MM C/C FOR 1849. MM

AT END SUPPORT - Vu= 42.71 KNS Vc= 83.56 KNS Vs= 0.00 KNS
Tu= 0.70 KN-MET Tc= 2.8 KN-MET Ts= 0.0 KN-MET LOAD 5
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 147. MM C/C FOR 1849. MM

___ 30J____________________ 4281X 300X 350_____________________ 31J____

| |
||=================== =================||
| 2No16 H 294.| 0.TO 1166 2No16 H 294.3294.TO 4281 |
| 14*10c/c147 | | | | 14*10c/c147 |
| 2No16 H| 56. 200.TO 3903 | | | | |
| =================================================================== |
| |
|___________________________________________________________________________|
_____________ _____________ _____________ _____________
| | | | | | | |
| oo | | | | | | oo |
| 2#16 | | | | | | 2#16 |
| | | | | | | |
| | | 2#16 | | 2#16 | | |
| | | oo | | oo | | |
| | | | | | | |
|_____________| |_____________| |_____________| |_____________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 31 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 32

=====================================================================

BEAM NO. 41 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 4300. MM FY - 414. FC - 28. MPA, SIZE - 300. X 350. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 0. 3555. YES NO

2 294. 2 - 16MM 0. 811. YES NO
3 294. 4 - 16MM 2594. 4300. NO YES

B E A M N O. 41 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 41.09 KNS Vc= 82.62 KNS Vs= 0.00 KNS
Tu= 0.57 KN-MET Tc= 2.8 KN-MET Ts= 0.0 KN-MET LOAD 5
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 147. MM C/C FOR 1858. MM

AT END SUPPORT - Vu= 36.94 KNS Vc= 75.88 KNS Vs= 0.00 KNS
Tu= 0.39 KN-MET Tc= 2.8 KN-MET Ts= 0.0 KN-MET LOAD 3
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 147. MM C/C FOR 1858. MM

___ 32J____________________ 4300X 300X 350_____________________ 33J____

| |
||============= ==============================||
| 2No16 H 294.| 0.TO 811 4No16 H|294.2594.TO 4300 |
| 14*10c/c147 | | | | | | 14*10c/c147 |
| 2No16 H 56.| 0.TO 3555 | | | | | | |
||============================================================= |
| |
|___________________________________________________________________________|
_____________ _____________ _____________ _____________
| | | | | | | |
| oo | | | | oooo | | oooo |
| 2#16 | | | | 4#16 | | 4#16 |
| | | | | | | |
| 2#16 | | 2#16 | | 2#16 | | |
| oo | | oo | | oo | | |
| | | | | | | |
|_____________| |_____________| |_____________| |_____________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 32 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 33

=====================================================================

BEAM NO. 42 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 1680. MM FY - 414. FC - 28. MPA, SIZE - 250. X 400. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 1589. 1680. NO YES

2 342. 2 - 20MM 0. 1680. YES YES

B E A M N O. 42 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 51.47 KNS Vc= 75.55 KNS Vs= 0.00 KNS
Tu= 8.45 KN-MET Tc= 2.5 KN-MET Ts= 11.3 KN-MET LOAD 5
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 119. MM C/C FOR 498. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 2.97 SQ.CM.

AT END SUPPORT - Vu= 36.75 KNS Vc= 75.55 KNS Vs= 0.00 KNS
Tu= 8.45 KN-MET Tc= 2.5 KN-MET Ts= 11.3 KN-MET LOAD 5
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 119. MM C/C FOR 498. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 2.97 SQ.CM.

___ 27J____________________ 1679X 250X 400_____________________ 34J____

| |
||=========================================================================||
| 2No20 H 342. 0.TO 1680 | |
| 6*10c/c119 6*10c/c119 | |
| 2No16 H 56.1589.TO 1680 |
| ====||
| |
|___________________________________________________________________________|
_________ _________ _________ _________
| | | | | | | |
| oo | | oo | | oo | | oo |
| 2#20 | | 2#20 | | 2#20 | | 2#20 |
| | | | | | | |
| | | | | | | 2#16 |
| | | | | | | oo |
| | | | | | | |
|_________| |_________| |_________| |_________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 33 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 34

=====================================================================

BEAM NO. 43 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 1680. MM FY - 414. FC - 28. MPA, SIZE - 250. X 400. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 344. 3 - 16MM 0. 1680. YES YES

B E A M N O. 43 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 34.30 KNS Vc= 71.77 KNS Vs= 0.00 KNS
Tu= 3.97 KN-MET Tc= 2.5 KN-MET Ts= 5.3 KN-MET LOAD 6
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 119. MM C/C FOR 498. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.40 SQ.CM.

AT END SUPPORT - Vu= 19.15 KNS Vc= 71.77 KNS Vs= 0.00 KNS
Tu= 3.97 KN-MET Tc= 2.5 KN-MET Ts= 5.3 KN-MET LOAD 6
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 119. MM C/C FOR 498. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.40 SQ.CM.

___ 33J____________________ 1679X 250X 400_____________________ 36J____

| |
||=========================================================================||
| 3No16 H 344. 0.TO 1680 |
| 6*10c/c119 6*10c/c119 |
| |
| |
| |
|___________________________________________________________________________|
_________ _________ _________ _________
| | | | | | | |
| ooo | | ooo | | ooo | | ooo |
| 3#16 | | 3#16 | | 3#16 | | 3#16 |
| | | | | | | |
| | | | | | | |
| | | | | | | |
| | | | | | | |
|_________| |_________| |_________| |_________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 34 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 35

=====================================================================

BEAM NO. 44 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 1680. MM FY - 414. FC - 28. MPA, SIZE - 250. X 400. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 1347. 1680. NO YES

2 344. 4 - 16MM 0. 1680. YES YES

B E A M N O. 44 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 69.65 KNS Vc= 74.96 KNS Vs= 17.91 KNS
Tu= 13.59 KN-MET Tc= 2.5 KN-MET Ts= 18.1 KN-MET LOAD 6
STIRRUPS ARE REQUIRED FOR SHEAR AND TORSION.
PROVIDE 12 MM 2-LEGGED STIRRUPS AT 119. MM C/C FOR 498. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 4.79 SQ.CM.

AT END SUPPORT - Vu= 54.63 KNS Vc= 74.96 KNS Vs= 0.00 KNS
Tu= 13.59 KN-MET Tc= 2.5 KN-MET Ts= 18.1 KN-MET LOAD 6
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 119. MM C/C FOR 498. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 4.79 SQ.CM.

___ 28J____________________ 1679X 250X 400_____________________ 35J____

| |
||=========================================================================||
| 4No16 H 344. 0.TO 1680 | | | |
| 6*12c/c119 6*10c/c119 | |
| 2No16 H 56.1347.TO 1680 |
| ===============||
| |
|___________________________________________________________________________|
_________ _________ _________ _________
| | | | | | | |
| oooo | | oooo | | oooo | | oooo |
| 4#16 | | 4#16 | | 4#16 | | 4#16 |
| | | | | | | |
| | | | | | | 2#16 |
| | | | | | | oo |
| | | | | | | |
|_________| |_________| |_________| |_________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 35 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 36

=====================================================================

BEAM NO. 45 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 3050. MM FY - 414. FC - 28. MPA, SIZE - 250. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 0. 3050. YES YES

2 244. 2 - 16MM 0. 706. YES NO

B E A M N O. 45 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 20.48 KNS Vc= 53.58 KNS Vs= 0.00 KNS
Tu= 0.54 KN-MET Tc= 1.7 KN-MET Ts= 0.0 KN-MET LOAD 3
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 122. MM C/C FOR 1283. MM

AT END SUPPORT - Vu= 8.85 KNS Vc= 53.04 KNS Vs= 0.00 KNS
Tu= 1.80 KN-MET Tc= 1.7 KN-MET Ts= 2.4 KN-MET LOAD 7
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 94. MM C/C FOR 1283. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 0.74 SQ.CM.

___ 34J____________________ 3050X 250X 300_____________________ 36J____

| |
||================ |
| 2No16 H 244.| 0.TO 706 |
| 12*10c/c122 | 15*10c/c 94 |
| 2No16 H |56.| 0.TO 3050 |
||=========================================================================||
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________
| | | | | | | |
| oo | | | | | | |
| 2#16 | | | | | | |
| | | | | | | |
| 2#16 | | 2#16 | | 2#16 | | 2#16 |
| oo | | oo | | oo | | oo |
| | | | | | | |
|___________| |___________| |___________| |___________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 36 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 37

=====================================================================

BEAM NO. 46 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 2800. MM FY - 414. FC - 28. MPA, SIZE - 250. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 0. 2398. YES NO

2 244. 2 - 16MM 1298. 2800. NO YES

B E A M N O. 46 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 3.78 KNS Vc= 52.97 KNS Vs= 0.00 KNS
Tu= 2.70 KN-MET Tc= 1.7 KN-MET Ts= 3.6 KN-MET LOAD 7
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 94. MM C/C FOR 1158. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.10 SQ.CM.

AT END SUPPORT - Vu= 27.79 KNS Vc= 52.97 KNS Vs= 0.00 KNS
Tu= 2.70 KN-MET Tc= 1.7 KN-MET Ts= 3.6 KN-MET LOAD 7
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 94. MM C/C FOR 1158. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.10 SQ.CM.

___ 36J____________________ 2799X 250X 300_____________________ 35J____

| |
| ========================================||
| |2No16|H 244.1298.TO 2800 | | |
| 14*10c/c 94 | | | | | | | | | 14*10c/c 94 |
| 2No16 H 56. 0.TO 2398 | | | | | | | | | | | |
||================================================================ |
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________
| | | | | | | |
| | | | | oo | | oo |
| | | | | 2#16 | | 2#16 |
| | | | | | | |
| 2#16 | | 2#16 | | 2#16 | | |
| oo | | oo | | oo | | |
| | | | | | | |
|___________| |___________| |___________| |___________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 37 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 38

=====================================================================

BEAM NO. 47 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 1080. MM FY - 414. FC - 28. MPA, SIZE - 250. X 400. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 1034. 1080. NO YES

2 344. 2 - 16MM 0. 1080. YES YES

B E A M N O. 47 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 20.44 KNS Vc= 71.78 KNS Vs= 0.00 KNS
Tu= 7.45 KN-MET Tc= 2.5 KN-MET Ts= 9.9 KN-MET LOAD 7
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 119. MM C/C FOR 198. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 2.62 SQ.CM.

AT END SUPPORT - Vu= 16.47 KNS Vc= 71.79 KNS Vs= 0.00 KNS
Tu= 7.45 KN-MET Tc= 2.5 KN-MET Ts= 9.9 KN-MET LOAD 7
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 119. MM C/C FOR 198. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 2.62 SQ.CM.

___ 18J____________________ 1080X 250X 400_____________________ 37J____

| |
||=========================================================================||
| 2No16 H 344. 0.TO 1080 | |
| 3*10c/c119 3*10c/c119 | |
| 2No16 H 56.1034.TO 1080 |
| ===||
| |
|___________________________________________________________________________|
_________ _________ _________ _________
| | | | | | | |
| oo | | oo | | oo | | oo |
| 2#16 | | 2#16 | | 2#16 | | 2#16 |
| | | | | | | |
| | | | | | | 2#16 |
| | | | | | | oo |
| | | | | | | |
|_________| |_________| |_________| |_________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 38 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 39

=====================================================================

BEAM NO. 48 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 1080. MM FY - 414. FC - 28. MPA, SIZE - 250. X 400. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 1031. 1080. NO YES

2 344. 3 - 16MM 0. 1080. YES YES

B E A M N O. 48 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 59.59 KNS Vc= 75.32 KNS Vs= 4.13 KNS
Tu= 10.16 KN-MET Tc= 2.5 KN-MET Ts= 13.5 KN-MET LOAD 7
STIRRUPS ARE REQUIRED FOR SHEAR AND TORSION.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 119. MM C/C FOR 198. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 3.58 SQ.CM.

AT END SUPPORT - Vu= 55.62 KNS Vc= 75.32 KNS Vs= 0.00 KNS
Tu= 10.16 KN-MET Tc= 2.5 KN-MET Ts= 13.5 KN-MET LOAD 7
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 119. MM C/C FOR 198. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 3.58 SQ.CM.

___ 22J____________________ 1080X 250X 400_____________________ 38J____

| |
||=========================================================================||
| 3No16 H 344. 0.TO 1080 | |
| 3*10c/c119 3*10c/c119 | |
| 2No16 H 56.1031.TO 1080 |
| ===||
| |
|___________________________________________________________________________|
_________ _________ _________ _________
| | | | | | | |
| ooo | | ooo | | ooo | | ooo |
| 3#16 | | 3#16 | | 3#16 | | 3#16 |
| | | | | | | |
| | | | | | | 2#16 |
| | | | | | | oo |
| | | | | | | |
|_________| |_________| |_________| |_________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 39 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 40

=====================================================================

BEAM NO. 49 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 1080. MM FY - 414. FC - 28. MPA, SIZE - 250. X 400. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 1019. 1080. NO YES

2 344. 3 - 16MM 0. 1080. YES YES

B E A M N O. 49 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 57.28 KNS Vc= 75.33 KNS Vs= 1.04 KNS
Tu= 9.88 KN-MET Tc= 2.5 KN-MET Ts= 13.2 KN-MET LOAD 7
STIRRUPS ARE REQUIRED FOR SHEAR AND TORSION.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 119. MM C/C FOR 198. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 3.48 SQ.CM.

AT END SUPPORT - Vu= 53.30 KNS Vc= 75.33 KNS Vs= 0.00 KNS
Tu= 9.88 KN-MET Tc= 2.5 KN-MET Ts= 13.2 KN-MET LOAD 7
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 119. MM C/C FOR 198. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 3.48 SQ.CM.

___ 24J____________________ 1080X 250X 400_____________________ 39J____

| |
||=========================================================================||
| 3No16 H 344. 0.TO 1080 | |
| 3*10c/c119 3*10c/c119 | |
| 2No16 H 56.1019.TO 1080 |
| ====||
| |
|___________________________________________________________________________|
_________ _________ _________ _________
| | | | | | | |
| ooo | | ooo | | ooo | | ooo |
| 3#16 | | 3#16 | | 3#16 | | 3#16 |
| | | | | | | |
| | | | | | | 2#16 |
| | | | | | | oo |
| | | | | | | |
|_________| |_________| |_________| |_________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 40 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 41

=====================================================================

BEAM NO. 50 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 1080. MM FY - 414. FC - 28. MPA, SIZE - 250. X 400. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 1023. 1080. NO YES

2 344. 3 - 16MM 0. 1080. YES YES

B E A M N O. 50 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 52.12 KNS Vc= 71.87 KNS Vs= 0.00 KNS
Tu= 12.71 KN-MET Tc= 2.5 KN-MET Ts= 16.9 KN-MET LOAD 7
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 119. MM C/C FOR 198. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 4.47 SQ.CM.

AT END SUPPORT - Vu= 48.15 KNS Vc= 71.98 KNS Vs= 0.00 KNS
Tu= 12.71 KN-MET Tc= 2.5 KN-MET Ts= 16.9 KN-MET LOAD 7
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 119. MM C/C FOR 198. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 4.47 SQ.CM.

___ 26J____________________ 1080X 250X 400_____________________ 40J____

| |
||=========================================================================||
| 3No16 H 344. 0.TO 1080 | |
| 3*10c/c119 3*10c/c119 | |
| 2No16 H 56.1023.TO 1080 |
| ====||
| |
|___________________________________________________________________________|
_________ _________ _________ _________
| | | | | | | |
| ooo | | ooo | | ooo | | ooo |
| 3#16 | | 3#16 | | 3#16 | | 3#16 |
| | | | | | | |
| | | | | | | 2#16 |
| | | | | | | oo |
| | | | | | | |
|_________| |_________| |_________| |_________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 41 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 42

=====================================================================

BEAM NO. 51 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 1080. MM FY - 414. FC - 28. MPA, SIZE - 250. X 400. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 882. 1080. NO YES

2 344. 3 - 16MM 0. 1080. YES YES

B E A M N O. 51 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 62.31 KNS Vc= 72.32 KNS Vs= 10.75 KNS
Tu= 9.58 KN-MET Tc= 2.5 KN-MET Ts= 12.8 KN-MET LOAD 7
STIRRUPS ARE REQUIRED FOR SHEAR AND TORSION.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 119. MM C/C FOR 198. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 3.37 SQ.CM.

AT END SUPPORT - Vu= 57.98 KNS Vc= 73.17 KNS Vs= 4.14 KNS
Tu= 9.58 KN-MET Tc= 2.5 KN-MET Ts= 12.8 KN-MET LOAD 7
STIRRUPS ARE REQUIRED FOR SHEAR AND TORSION.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 119. MM C/C FOR 198. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 3.37 SQ.CM.

___ 28J____________________ 1080X 250X 400_____________________ 41J____

| |
||=========================================================================||
| 3No16 H 344. 0.TO 1080 | | |
| 3*10c/c119 3*10c/c119 | |
| 2No16 H 56. 882.TO 1080 |
| =============||
| |
|___________________________________________________________________________|
_________ _________ _________ _________
| | | | | | | |
| ooo | | ooo | | ooo | | ooo |
| 3#16 | | 3#16 | | 3#16 | | 3#16 |
| | | | | | | |
| | | | | | | 2#16 |
| | | | | | | oo |
| | | | | | | |
|_________| |_________| |_________| |_________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 42 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 43

=====================================================================

BEAM NO. 52 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 1080. MM FY - 414. FC - 28. MPA, SIZE - 250. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 244. 2 - 16MM 0. 1080. YES YES

B E A M N O. 52 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 11.41 KNS Vc= 50.90 KNS Vs= 0.00 KNS
Tu= 7.93 KN-MET Tc= 1.7 KN-MET Ts= 10.6 KN-MET LOAD 6
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 94. MM C/C FOR 298. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 3.24 SQ.CM.

AT END SUPPORT - Vu= 5.42 KNS Vc= 50.90 KNS Vs= 0.00 KNS
Tu= 7.93 KN-MET Tc= 1.7 KN-MET Ts= 10.6 KN-MET LOAD 6
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 94. MM C/C FOR 298. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 3.24 SQ.CM.

___ 35J____________________ 1080X 250X 300_____________________ 42J____

| |
||=========================================================================||
| 2No16 H 244. 0.TO 1080 |
| 5*10c/c 94 5*10c/c 94 |
| |
| |
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________
| | | | | | | |
| oo | | oo | | oo | | oo |
| 2#16 | | 2#16 | | 2#16 | | 2#16 |
| | | | | | | |
| | | | | | | |
| | | | | | | |
| | | | | | | |
|___________| |___________| |___________| |___________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 43 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 44

=====================================================================

BEAM NO. 53 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 3700. MM FY - 414. FC - 28. MPA, SIZE - 250. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 0. 3003. YES NO

2 244. 2 - 16MM 0. 452. YES NO
3 244. 2 - 16MM 2169. 3700. NO YES

B E A M N O. 53 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 11.35 KNS Vc= 93.86 KNS Vs= 0.00 KNS
Tu= 0.57 KN-MET Tc= 1.7 KN-MET Ts= 0.0 KN-MET LOAD 3
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 23.49 KNS Vc= 52.56 KNS Vs= 0.00 KNS
Tu= 0.57 KN-MET Tc= 1.7 KN-MET Ts= 0.0 KN-MET LOAD 5
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 122. MM C/C FOR 1608. MM

___ 37J____________________ 3700X 250X 300_____________________ 38J____

| |
||======== ===============================||
| 2No16 H 244. 0.TO 452 2No16 H|244.2169.TO 3700 |
| | | | | | 15*10c/c122 |
| 2No16 H 56. 0.TO 3003 | | | | | | |
||============================================================ |
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________
| | | | | | | |
| oo | | | | oo | | oo |
| 2#16 | | | | 2#16 | | 2#16 |
| | | | | | | |
| 2#16 | | 2#16 | | 2#16 | | |
| oo | | oo | | oo | | |
| | | | | | | |
|___________| |___________| |___________| |___________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 44 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 45

=====================================================================

BEAM NO. 54 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 4280. MM FY - 414. FC - 28. MPA, SIZE - 250. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 730. 3372. NO NO

2 244. 2 - 16MM 0. 1166. YES NO
3 244. 2 - 16MM 2579. 4280. NO YES

B E A M N O. 54 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 22.97 KNS Vc= 52.06 KNS Vs= 0.00 KNS
Tu= 0.42 KN-MET Tc= 1.7 KN-MET Ts= 0.0 KN-MET LOAD 5
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 122. MM C/C FOR 1898. MM

AT END SUPPORT - Vu= 23.20 KNS Vc= 52.03 KNS Vs= 0.00 KNS
Tu= 0.42 KN-MET Tc= 1.7 KN-MET Ts= 0.0 KN-MET LOAD 5
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 122. MM C/C FOR 1898. MM

___ 38J____________________ 4279X 250X 300_____________________ 39J____

| |
||=================== ==============================||
| 2No16 H 244.| 0.TO 1166 2No16 H|244.2579.TO 4280 |
| 17*10c/c122 | | | | | | | | 17*10c/c122 |
| 2No16 H| 56. 730.TO 3372 | | | | | |
| ================================================ |
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________
| | | | | | | |
| oo | | | | oo | | oo |
| 2#16 | | | | 2#16 | | 2#16 |
| | | | | | | |
| | | 2#16 | | 2#16 | | |
| | | oo | | oo | | |
| | | | | | | |
|___________| |___________| |___________| |___________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 45 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 46

=====================================================================

BEAM NO. 55 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 4300. MM FY - 414. FC - 28. MPA, SIZE - 250. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 371. 3392. NO NO

2 244. 2 - 16MM 0. 1169. YES NO
3 244. 2 - 16MM 2952. 4300. NO YES

B E A M N O. 55 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 23.06 KNS Vc= 52.10 KNS Vs= 0.00 KNS
Tu= 0.44 KN-MET Tc= 1.7 KN-MET Ts= 0.0 KN-MET LOAD 5
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 122. MM C/C FOR 1908. MM

AT END SUPPORT - Vu= 23.36 KNS Vc= 52.06 KNS Vs= 0.00 KNS
Tu= 0.44 KN-MET Tc= 1.7 KN-MET Ts= 0.0 KN-MET LOAD 5
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 122. MM C/C FOR 1908. MM

___ 39J____________________ 4300X 250X 300_____________________ 40J____

| |
||=================== =======================||
| 2No16 H 244.| 0.TO 1169 2No16|H 244.2952.TO 4300 |
| 17*10c/c122 | | | | | | 17*10c/c122 |
| 2No16 H| 56. 371.TO 3392 | | | |
| ====================================================== |
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________
| | | | | | | |
| oo | | | | | | oo |
| 2#16 | | | | | | 2#16 |
| | | | | | | |
| | | 2#16 | | 2#16 | | |
| | | oo | | oo | | |
| | | | | | | |
|___________| |___________| |___________| |___________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 46 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 47

=====================================================================

BEAM NO. 56 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 4300. MM FY - 414. FC - 28. MPA, SIZE - 250. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 411. 3351. NO NO

2 244. 2 - 16MM 0. 1169. YES NO
3 244. 3 - 16MM 2235. 4300. NO YES

B E A M N O. 56 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 21.07 KNS Vc= 51.84 KNS Vs= 0.00 KNS
Tu= 1.49 KN-MET Tc= 1.7 KN-MET Ts= 0.0 KN-MET LOAD 5
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 122. MM C/C FOR 1908. MM

AT END SUPPORT - Vu= 25.35 KNS Vc= 51.54 KNS Vs= 0.00 KNS
Tu= 1.49 KN-MET Tc= 1.7 KN-MET Ts= 0.0 KN-MET LOAD 5
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 122. MM C/C FOR 1908. MM

___ 40J____________________ 4300X 250X 300_____________________ 41J____

| |
||=================== ====================================||
| 2No16 H 244.| 0.TO 1169 3No16 H|244.2235.TO|4300 |
| 17*10c/c122 | | | | | | | | | | 17*10c/c122 |
| 2No16 H 56.|411.TO 3351 | | | | | | | |
| ===================================================== |
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________
| | | | | | | |
| oo | | | | ooo | | ooo |
| 2#16 | | | | 3#16 | | 3#16 |
| | | | | | | |
| | | 2#16 | | 2#16 | | |
| | | oo | | oo | | |
| | | | | | | |
|___________| |___________| |___________| |___________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 47 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 48

=====================================================================

BEAM NO. 57 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 1680. MM FY - 414. FC - 28. MPA, SIZE - 250. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 244. 2 - 16MM 0. 1680. YES YES

B E A M N O. 57 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 13.13 KNS Vc= 50.90 KNS Vs= 0.00 KNS
Tu= 7.28 KN-MET Tc= 1.7 KN-MET Ts= 9.7 KN-MET LOAD 6
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 94. MM C/C FOR 598. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 2.98 SQ.CM.

AT END SUPPORT - Vu= 0.51 KNS Vc= 50.90 KNS Vs= 0.00 KNS
Tu= 7.28 KN-MET Tc= 1.7 KN-MET Ts= 9.7 KN-MET LOAD 6
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 94. MM C/C FOR 598. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 2.98 SQ.CM.

___ 41J____________________ 1679X 250X 300_____________________ 42J____

| |
||=========================================================================||
| 2No16 H 244. 0.TO 1680 |
| 8*10c/c 94 8*10c/c 94 |
| |
| |
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________
| | | | | | | |
| oo | | oo | | oo | | oo |
| 2#16 | | 2#16 | | 2#16 | | 2#16 |
| | | | | | | |
| | | | | | | |
| | | | | | | |
| | | | | | | |
|___________| |___________| |___________| |___________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 48 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 49

=====================================================================

BEAM NO. 72 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 3715. MM FY - 414. FC - 28. MPA, SIZE - 300. X 400. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 0. 3173. YES NO

2 344. 2 - 16MM 0. 898. YES NO
3 344. 3 - 16MM 1734. 3715. NO YES

B E A M N O. 72 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 17.82 KNS Vc= 159.07 KNS Vs= 0.00 KNS
Tu= 0.56 KN-MET Tc= 3.4 KN-MET Ts= 0.0 KN-MET LOAD 3
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 54.16 KNS Vc= 90.29 KNS Vs= 0.00 KNS
Tu= 0.60 KN-MET Tc= 3.4 KN-MET Ts= 0.0 KN-MET LOAD 6
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 172. MM C/C FOR 1516. MM

___ 43J____________________ 3714X 300X 400_____________________ 44J____

| |
||================= ========================================||
| 2No16 H 344. 0.TO 898 3No16 H 344.1734.TO 3715 | |
| | | | | | 10*10c/c172 |
| 2No16 H 56. 0.TO 3173 | | | | | | |
||=============================================================== |
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________
| | | | | | | |
| oo | | | | ooo | | ooo |
| 2#16 | | | | 3#16 | | 3#16 |
| | | | | | | |
| 2#16 | | 2#16 | | 2#16 | | |
| oo | | oo | | oo | | |
| | | | | | | |
|___________| |___________| |___________| |___________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 49 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 50

=====================================================================

BEAM NO. 73 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 3214. MM FY - 414. FC - 28. MPA, SIZE - 300. X 400. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 0. 1688. YES NO

2 344. 2 - 16MM 0. 1392. YES NO
3 344. 4 - 16MM 885. 3214. NO YES

B E A M N O. 73 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 9.64 KNS Vc= 94.77 KNS Vs= 0.00 KNS
Tu= 0.98 KN-MET Tc= 3.4 KN-MET Ts= 0.0 KN-MET LOAD 3
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 34.11 KNS Vc= 88.28 KNS Vs= 0.00 KNS
Tu= 1.40 KN-MET Tc= 3.4 KN-MET Ts= 0.0 KN-MET LOAD 5
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 172. MM C/C FOR 1265. MM

___ 44J____________________ 3213X 300X 400_____________________ 45J____

| |
||=========================================================================||
| 2No16 H 344. 0.TO41392 H 344. 885.TO 3214 |
| 9*10c/c172 |
| 2No16 H 56. 0.TO 1688 |
||====================================== |
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________
| | | | | | | |
| oo | | oooo | | oooo | | oooo |
| 2#16 | | 4#16 | | 4#16 | | 4#16 |
| | | | | | | |
| 2#16 | | 2#16 | | | | |
| oo | | oo | | | | |
| | | | | | | |
|___________| |___________| |___________| |___________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 50 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 51

=====================================================================

BEAM NO. 74 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 2550. MM FY - 414. FC - 28. MPA, SIZE - 300. X 400. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 3 - 16MM 171. 2550. NO YES

2 344. 3 - 16MM 0. 1438. YES NO

B E A M N O. 74 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 65.74 KNS Vc= 91.18 KNS Vs= 0.00 KNS
Tu= 7.26 KN-MET Tc= 3.5 KN-MET Ts= 9.7 KN-MET LOAD 5
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 132. MM C/C FOR 933. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 2.16 SQ.CM.

AT END SUPPORT - Vu= 29.70 KNS Vc= 87.89 KNS Vs= 0.00 KNS
Tu= 7.26 KN-MET Tc= 3.5 KN-MET Ts= 9.7 KN-MET LOAD 5
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 132. MM C/C FOR 933. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 2.16 SQ.CM.

___ 45J____________________ 2550X 300X 400_____________________ 57J____

| |
||========================================= |
| 3No16 H 344.| 0.TO 1438| | | | |
| 9*10c/c132 | | | | | | | 9*10c/c132 |
| 3No16 H |56.|171.TO 2550| | | |
| ======================================================================||
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________
| | | | | | | |
| ooo | | ooo | | | | |
| 3#16 | | 3#16 | | | | |
| | | | | | | |
| | | 3#16 | | 3#16 | | 3#16 |
| | | ooo | | ooo | | ooo |
| | | | | | | |
|___________| |___________| |___________| |___________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 51 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 52

=====================================================================

BEAM NO. 75 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 2807. MM FY - 414. FC - 28. MPA, SIZE - 300. X 400. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 3 - 16MM 0. 2225. YES NO

2 342. 3 - 20MM 552. 2807. NO YES

B E A M N O. 75 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 21.49 KNS Vc= 87.34 KNS Vs= 0.00 KNS
Tu= 5.95 KN-MET Tc= 3.5 KN-MET Ts= 7.9 KN-MET LOAD 5
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 132. MM C/C FOR 1062. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.77 SQ.CM.

AT END SUPPORT - Vu= 73.13 KNS Vc= 88.94 KNS Vs= 8.57 KNS
Tu= 5.10 KN-MET Tc= 3.4 KN-MET Ts= 6.8 KN-MET LOAD 6
STIRRUPS ARE REQUIRED FOR SHEAR AND TORSION.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 132. MM C/C FOR 1062. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.52 SQ.CM.

___ 57J____________________ 2806X 300X 400_____________________ 46J____

| |
| =============================================================||
| |3No20 H|342. 552.TO|2807 | | | | | |
| 10*10c/c132 | | | | | | | | | | | | 10*10c/c132 |
| 3No16 H 56.| 0.TO 2225| | | | | | | | | |
||=========================================================== |
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________
| | | | | | | |
| | | ooo | | ooo | | ooo |
| | | 3#20 | | 3#20 | | 3#20 |
| | | | | | | |
| 3#16 | | 3#16 | | 3#16 | | |
| ooo | | ooo | | ooo | | |
| | | | | | | |
|___________| |___________| |___________| |___________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 52 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 53

=====================================================================

BEAM NO. 76 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 3725. MM FY - 414. FC - 28. MPA, SIZE - 300. X 400. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 0. 3202. YES NO

2 344. 2 - 16MM 0. 898. YES NO
3 344. 3 - 16MM 1740. 3725. NO YES

B E A M N O. 76 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 17.52 KNS Vc= 158.78 KNS Vs= 0.00 KNS
Tu= 0.36 KN-MET Tc= 3.4 KN-MET Ts= 0.0 KN-MET LOAD 3
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 56.02 KNS Vc= 88.65 KNS Vs= 0.00 KNS
Tu= 0.66 KN-MET Tc= 3.3 KN-MET Ts= 0.0 KN-MET LOAD 6
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 172. MM C/C FOR 1520. MM

___ 47J____________________ 3724X 300X 400_____________________ 48J____

| |
||================= ========================================||
| 2No16 H 344. 0.TO 898 3No16 H 344.1740.TO 3725 | |
| | | | | | 10*10c/c172 |
| 2No16 H 56. 0.TO 3202 | | | | | | |
||================================================================ |
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________
| | | | | | | |
| oo | | | | ooo | | ooo |
| 2#16 | | | | 3#16 | | 3#16 |
| | | | | | | |
| 2#16 | | 2#16 | | 2#16 | | |
| oo | | oo | | oo | | |
| | | | | | | |
|___________| |___________| |___________| |___________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 53 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 54

=====================================================================

BEAM NO. 77 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 3222. MM FY - 414. FC - 28. MPA, SIZE - 300. X 400. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 0. 1729. YES NO

2 342. 3 - 20MM 0. 3222. YES YES

B E A M N O. 77 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 6.14 KNS Vc= 90.18 KNS Vs= 0.00 KNS
Tu= 0.92 KN-MET Tc= 3.4 KN-MET Ts= 0.0 KN-MET LOAD 3
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 40.11 KNS Vc= 90.02 KNS Vs= 0.00 KNS
Tu= 1.33 KN-MET Tc= 3.4 KN-MET Ts= 0.0 KN-MET LOAD 5
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 172. MM C/C FOR 1269. MM

___ 48J____________________ 3222X 300X 400_____________________ 49J____

| |
||=========================================================================||
| 3No20 H 342. 0.TO 3222 |
| 9*10c/c172 |
| 2No16 H 56. 0.TO 1729 |
||======================================= |
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________
| | | | | | | |
| ooo | | ooo | | ooo | | ooo |
| 3#20 | | 3#20 | | 3#20 | | 3#20 |
| | | | | | | |
| 2#16 | | 2#16 | | | | |
| oo | | oo | | | | |
| | | | | | | |
|___________| |___________| |___________| |___________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 54 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 55

=====================================================================

BEAM NO. 78 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 2660. MM FY - 414. FC - 28. MPA, SIZE - 300. X 400. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 5 - 16MM 187. 2660. NO YES

2 342. 3 - 20MM 0. 1622. YES NO

B E A M N O. 78 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 86.18 KNS Vc= 87.17 KNS Vs= 27.73 KNS
Tu= 3.27 KN-MET Tc= 3.3 KN-MET Ts= 4.4 KN-MET LOAD 6
STIRRUPS ARE REQUIRED FOR SHEAR AND TORSION.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 132. MM C/C FOR 988. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 0.97 SQ.CM.

AT END SUPPORT - Vu= 40.62 KNS Vc= 89.86 KNS Vs= 0.00 KNS
Tu= 2.00 KN-MET Tc= 3.5 KN-MET Ts= 0.0 KN-MET LOAD 3
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 172. MM C/C FOR 988. MM

___ 49J____________________ 2659X 300X 400_____________________ 58J____

| |
||============================================= |
| 3No20 H 342.| 0.TO 1622| | | | |
| 9*10c/c132 | | | | | | | 7*10c/c172 |
| 5No16 H |56.|187.TO 2660| | | |
| ======================================================================||
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________
| | | | | | | |
| ooo | | ooo | | | | |
| 3#20 | | 3#20 | | | | |
| | | | | | | |
| | | 5#16 | | 5#16 | | 5#16 |
| | | ooooo | | ooooo | | ooooo |
| | | | | | | |
|___________| |___________| |___________| |___________|

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 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 56

=====================================================================

BEAM NO. 79 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 2690. MM FY - 414. FC - 28. MPA, SIZE - 300. X 400. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 61. 2 - 25MM 0. 2289. YES NO

2 339. 3 - 25MM 0. 2690. YES YES

B E A M N O. 79 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 42.01 KNS Vc= 88.84 KNS Vs= 0.00 KNS
Tu= 1.91 KN-MET Tc= 3.5 KN-MET Ts= 0.0 KN-MET LOAD 3
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 170. MM C/C FOR 1003. MM

AT END SUPPORT - Vu= 119.06 KNS Vc= 91.05 KNS Vs= 67.70 KNS
Tu= 2.82 KN-MET Tc= 3.4 KN-MET Ts= 0.0 KN-MET LOAD 6
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT IS REQUIRED FOR SHEAR.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 170. MM C/C FOR 1003. MM

___ 58J____________________ 2690X 300X 400_____________________ 50J____

| |
||=========================================================================||
| 3No25|H 339. 0.TO 2690 | | | | | | | |
| 7*10c/c170 | | | | | | | | 7*10c/c170 |
| 2No25|H 61. 0.TO 2289 | | | | | | | |
||=============================================================== |
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________
| | | | | | | |
| ooo | | ooo | | ooo | | ooo |
| 3#25 | | 3#25 | | 3#25 | | 3#25 |
| | | | | | | |
| 2#25 | | 2#25 | | 2#25 | | |
| oo | | oo | | oo | | |
| | | | | | | |
|___________| |___________| |___________| |___________|

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 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 57

=====================================================================

BEAM NO. 80 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 2790. MM FY - 414. FC - 28. MPA, SIZE - 300. X 400. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 4 - 16MM 0. 2790. YES YES

2 344. 3 - 16MM 0. 1286. YES NO

B E A M N O. 80 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 70.94 KNS Vc= 94.56 KNS Vs= 0.03 KNS
Tu= 12.04 KN-MET Tc= 3.5 KN-MET Ts= 16.1 KN-MET LOAD 7
STIRRUPS ARE REQUIRED FOR SHEAR AND TORSION.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 132. MM C/C FOR 1053. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 3.59 SQ.CM.

AT END SUPPORT - Vu= 25.62 KNS Vc= 87.61 KNS Vs= 0.00 KNS
Tu= 12.04 KN-MET Tc= 3.5 KN-MET Ts= 16.1 KN-MET LOAD 7
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 132. MM C/C FOR 1053. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 3.59 SQ.CM.

___ 51J____________________ 2790X 300X 400_____________________ 59J____

| |
||================================== |
| 3No16 H 344.| 0.TO 1286| | | |
| 9*10c/c132 | | | | | | 9*10c/c132 |
| 4No16 H |56.| 0.TO 2790| | | |
||=========================================================================||
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________
| | | | | | | |
| ooo | | ooo | | | | |
| 3#16 | | 3#16 | | | | |
| | | | | | | |
| 4#16 | | 4#16 | | 4#16 | | 4#16 |
| oooo | | oooo | | oooo | | oooo |
| | | | | | | |
|___________| |___________| |___________| |___________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 57 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 58

=====================================================================

BEAM NO. 81 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 2800. MM FY - 414. FC - 28. MPA, SIZE - 300. X 400. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 4 - 16MM 0. 1999. YES NO

2 339. 3 - 25MM 0. 2800. YES YES

B E A M N O. 81 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 36.47 KNS Vc= 88.34 KNS Vs= 0.00 KNS
Tu= 12.66 KN-MET Tc= 3.5 KN-MET Ts= 16.9 KN-MET LOAD 7
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 132. MM C/C FOR 1058. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 3.77 SQ.CM.

AT END SUPPORT - Vu= 81.90 KNS Vc= 91.52 KNS Vs= 17.69 KNS
Tu= 12.66 KN-MET Tc= 3.5 KN-MET Ts= 16.9 KN-MET LOAD 7
STIRRUPS ARE REQUIRED FOR SHEAR AND TORSION.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 132. MM C/C FOR 1058. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 3.77 SQ.CM.

___ 59J____________________ 2799X 300X 400_____________________ 52J____

| |
||=========================================================================||
| 3No25 H 339.| 0.TO 2800| | | | | | | | |
| 10*10c/c132 | | | | | | | | | | | 10*10c/c132 |
| 4No16 H |56.| 0.TO 1999| | | | | | | | |
||===================================================== |
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________
| | | | | | | |
| ooo | | ooo | | ooo | | ooo |
| 3#25 | | 3#25 | | 3#25 | | 3#25 |
| | | | | | | |
| 4#16 | | 4#16 | | 4#16 | | |
| oooo | | oooo | | oooo | | |
| | | | | | | |
|___________| |___________| |___________| |___________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 58 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 59

=====================================================================

BEAM NO. 82 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 5720. MM FY - 414. FC - 28. MPA, SIZE - 250. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 0. 4069. YES NO

2 244. 4 - 16MM 0. 5720. YES YES

B E A M N O. 82 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 15.06 KNS Vc= 53.91 KNS Vs= 0.00 KNS
Tu= 0.06 KN-MET Tc= 1.7 KN-MET Ts= 0.0 KN-MET LOAD 3
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 21.94 KNS Vc= 51.82 KNS Vs= 0.00 KNS
Tu= 0.06 KN-MET Tc= 1.7 KN-MET Ts= 0.0 KN-MET LOAD 3
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 122. MM C/C FOR 2618. MM

___ 53J____________________ 5719X 250X 300_____________________ 54J____

| |
||=========================================================================||
| 4No16 H 244. 0.TO 5720 | | | | | | | |
| | | | | | | | 23*10c/c122 |
| 2No16 H 56. 0.TO 4069 | | | | | | | |
||===================================================== |
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________
| | | | | | | |
| oooo | | oooo | | oooo | | oooo |
| 4#16 | | 4#16 | | 4#16 | | 4#16 |
| | | | | | | |
| 2#16 | | 2#16 | | 2#16 | | |
| oo | | oo | | oo | | |
| | | | | | | |
|___________| |___________| |___________| |___________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 59 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 60

=====================================================================

BEAM NO. 83 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 5850. MM FY - 414. FC - 28. MPA, SIZE - 250. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 0. 4153. YES NO

2 244. 4 - 16MM 0. 5850. YES YES

B E A M N O. 83 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 15.18 KNS Vc= 55.07 KNS Vs= 0.00 KNS
Tu= 0.32 KN-MET Tc= 1.8 KN-MET Ts= 0.0 KN-MET LOAD 3
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 22.75 KNS Vc= 51.81 KNS Vs= 0.00 KNS
Tu= 0.32 KN-MET Tc= 1.8 KN-MET Ts= 0.0 KN-MET LOAD 3
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 122. MM C/C FOR 2683. MM

___ 55J____________________ 5850X 250X 300_____________________ 56J____

| |
||=========================================================================||
| 4No16 H 244. 0.TO 5850 | | | | | | |
| | | | | | | 24*10c/c122 |
| 2No16 H 56. 0.TO 4153 | | | | | | |
||==================================================== |
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________
| | | | | | | |
| oooo | | oooo | | oooo | | oooo |
| 4#16 | | 4#16 | | 4#16 | | 4#16 |
| | | | | | | |
| 2#16 | | 2#16 | | 2#16 | | |
| oo | | oo | | oo | | |
| | | | | | | |
|___________| |___________| |___________| |___________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 60 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 61

=====================================================================

BEAM NO. 84 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 2470. MM FY - 414. FC - 28. MPA, SIZE - 300. X 400. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 0. 2445. YES NO

2 344. 2 - 16MM 0. 794. YES NO
3 344. 2 - 16MM 956. 2470. NO YES

B E A M N O. 84 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 8.20 KNS Vc= 94.23 KNS Vs= 0.00 KNS
Tu= 0.16 KN-MET Tc= 3.4 KN-MET Ts= 0.0 KN-MET LOAD 3
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 47.57 KNS Vc= 89.46 KNS Vs= 0.00 KNS
Tu= 0.66 KN-MET Tc= 3.4 KN-MET Ts= 0.0 KN-MET LOAD 7
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 172. MM C/C FOR 893. MM

___ 43J____________________ 2470X 300X 400_____________________ 47J____

| |
||======================= ==============================================||
| 2No16 H 344. 0.TO 794 2No16 H 344.|956.TO 2470| | | | |
| | | | | 7*10c/c172| |
| 2No16 H 56. 0.TO 2445 | | | | | | |
||==========================================================================|
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________
| | | | | | | |
| oo | | | | oo | | oo |
| 2#16 | | | | 2#16 | | 2#16 |
| | | | | | | |
| 2#16 | | 2#16 | | 2#16 | | |
| oo | | oo | | oo | | |
| | | | | | | |
|___________| |___________| |___________| |___________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 61 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 62

=====================================================================

BEAM NO. 85 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 2990. MM FY - 414. FC - 28. MPA, SIZE - 300. X 400. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 0. 2878. YES NO

2 344. 2 - 16MM 0. 837. YES NO
3 344. 3 - 16MM 1281. 2990. NO YES

B E A M N O. 85 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 17.92 KNS Vc= 109.11 KNS Vs= 0.00 KNS
Tu= 0.01 KN-MET Tc= 3.4 KN-MET Ts= 0.0 KN-MET LOAD 3
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 61.65 KNS Vc= 89.38 KNS Vs= 0.00 KNS
Tu= 1.03 KN-MET Tc= 3.4 KN-MET Ts= 0.0 KN-MET LOAD 7
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 172. MM C/C FOR 1153. MM

___ 44J____________________ 2990X 300X 400_____________________ 48J____

| |
||==================== ===========================================||
| 2No16 H 344. 0.TO 837 3No16 H 344.1281.TO|2990| | | | |
| | | | | 8*10c/c172| |
| 2No16 H 56. 0.TO 2878 | | | | | | | |
||======================================================================== |
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________
| | | | | | | |
| oo | | | | ooo | | ooo |
| 2#16 | | | | 3#16 | | 3#16 |
| | | | | | | |
| 2#16 | | 2#16 | | 2#16 | | |
| oo | | oo | | oo | | |
| | | | | | | |
|___________| |___________| |___________| |___________|

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 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 63

=====================================================================

BEAM NO. 86 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 3430. MM FY - 414. FC - 28. MPA, SIZE - 300. X 400. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 0. 2959. YES NO

2 344. 2 - 16MM 0. 874. YES NO
3 344. 3 - 16MM 1556. 3430. NO YES

B E A M N O. 86 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 29.55 KNS Vc= 90.32 KNS Vs= 0.00 KNS
Tu= 3.41 KN-MET Tc= 3.4 KN-MET Ts= 4.6 KN-MET LOAD 5
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 132. MM C/C FOR 1373. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.02 SQ.CM.

AT END SUPPORT - Vu= 41.96 KNS Vc= 90.32 KNS Vs= 0.00 KNS
Tu= 3.41 KN-MET Tc= 3.4 KN-MET Ts= 4.6 KN-MET LOAD 5
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 132. MM C/C FOR 1373. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.02 SQ.CM.

___ 45J____________________ 3430X 300X 400_____________________ 49J____

| |
||================== =========================================||
| 2No16 H 344.| 0.TO 874 3No16 H 344.1556.TO 3430| | | |
| 12*10c/c132 | | | | | | | | | | 12*10c/c132 |
| 2No16 H 56.| 0.TO 2959 | | | | | | | | | | |
||================================================================ |
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________
| | | | | | | |
| oo | | | | ooo | | ooo |
| 2#16 | | | | 3#16 | | 3#16 |
| | | | | | | |
| 2#16 | | 2#16 | | 2#16 | | |
| oo | | oo | | oo | | |
| | | | | | | |
|___________| |___________| |___________| |___________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 63 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 64

=====================================================================

BEAM NO. 87 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 4287. MM FY - 414. FC - 28. MPA, SIZE - 300. X 400. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 0. 3838. YES NO

2 344. 2 - 16MM 0. 1302. YES NO
3 344. 3 - 16MM 2448. 4287. NO YES

B E A M N O. 87 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 38.11 KNS Vc= 88.99 KNS Vs= 0.00 KNS
Tu= 4.77 KN-MET Tc= 3.3 KN-MET Ts= 6.4 KN-MET LOAD 6
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 132. MM C/C FOR 1801. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.42 SQ.CM.

AT END SUPPORT - Vu= 35.78 KNS Vc= 88.99 KNS Vs= 0.00 KNS
Tu= 4.77 KN-MET Tc= 3.3 KN-MET Ts= 6.4 KN-MET LOAD 6
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 132. MM C/C FOR 1801. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.42 SQ.CM.

___ 49J____________________ 4286X 300X 400_____________________ 51J____

| |
||====================== ================================||
| 2No16 H 344.| 0.TO 1302 3No16 H 344.2448.TO 4287| |
| 15*10c/c132 | | | | | | | | | | 15*10c/c132 |
| 2No16 H 56.| 0.TO 3838 | | | | | | | | | |
||=================================================================== |
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________
| | | | | | | |
| oo | | | | ooo | | ooo |
| 2#16 | | | | 3#16 | | 3#16 |
| | | | | | | |
| 2#16 | | 2#16 | | 2#16 | | |
| oo | | oo | | oo | | |
| | | | | | | |
|___________| |___________| |___________| |___________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 64 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 65

=====================================================================

BEAM NO. 88 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 4302. MM FY - 414. FC - 28. MPA, SIZE - 250. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 0. 3359. YES NO

2 244. 2 - 16MM 0. 4302. YES YES

B E A M N O. 88 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 16.69 KNS Vc= 51.92 KNS Vs= 0.00 KNS
Tu= 1.75 KN-MET Tc= 1.6 KN-MET Ts= 2.3 KN-MET LOAD 5
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 94. MM C/C FOR 1909. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 0.71 SQ.CM.

AT END SUPPORT - Vu= 15.69 KNS Vc= 51.92 KNS Vs= 0.00 KNS
Tu= 1.75 KN-MET Tc= 1.6 KN-MET Ts= 2.3 KN-MET LOAD 5
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 94. MM C/C FOR 1909. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 0.71 SQ.CM.

___ 51J____________________ 4301X 250X 300_____________________ 53J____

| |
||=========================================================================||
| 2No16 H 244.| |0.TO 4302| | | | | | | | | | | | | | | | | |
| 22*10c/c 94 | | | | | | | | | | | | | | | | | | | | | | | 22*10c/c 94 |
| 2No16 H |56.| |0.TO 3359| | | | | | | | | | | | | | | | | |
||========================================================== |
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________
| | | | | | | |
| oo | | oo | | oo | | oo |
| 2#16 | | 2#16 | | 2#16 | | 2#16 |
| | | | | | | |
| 2#16 | | 2#16 | | 2#16 | | |
| oo | | oo | | oo | | |
| | | | | | | |
|___________| |___________| |___________| |___________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 65 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 66

=====================================================================

BEAM NO. 89 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 4302. MM FY - 414. FC - 28. MPA, SIZE - 250. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 0. 3096. YES NO

2 244. 2 - 16MM 0. 811. YES NO
3 242. 2 - 20MM 1765. 4302. NO YES

B E A M N O. 89 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 9.42 KNS Vc= 51.50 KNS Vs= 0.00 KNS
Tu= 0.39 KN-MET Tc= 1.6 KN-MET Ts= 0.0 KN-MET LOAD 3
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 21.18 KNS Vc= 51.04 KNS Vs= 0.00 KNS
Tu= 0.41 KN-MET Tc= 1.6 KN-MET Ts= 0.0 KN-MET LOAD 5
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 122. MM C/C FOR 1909. MM

___ 53J____________________ 4301X 250X 300_____________________ 55J____

| |
||============= ============================================||
| 2No16 H 244. 0.TO 811 2No20 H 242.1765.TO 4302 |
| | | | 17*10c/c122 |
| 2No16 H 56. 0.TO 3096 | | | |
||===================================================== |
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________
| | | | | | | |
| oo | | | | oo | | oo |
| 2#16 | | | | 2#20 | | 2#20 |
| | | | | | | |
| 2#16 | | 2#16 | | 2#16 | | |
| oo | | oo | | oo | | |
| | | | | | | |
|___________| |___________| |___________| |___________|

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 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 67

=====================================================================

BEAM NO. 90 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 3560. MM FY - 414. FC - 28. MPA, SIZE - 300. X 350. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 0. 2985. YES NO

2 294. 2 - 16MM 0. 749. YES NO
3 294. 2 - 16MM 2366. 3560. NO YES

B E A M N O. 90 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 22.38 KNS Vc= 103.08 KNS Vs= 0.00 KNS
Tu= 0.54 KN-MET Tc= 2.8 KN-MET Ts= 0.0 KN-MET LOAD 3
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 41.30 KNS Vc= 77.81 KNS Vs= 0.00 KNS
Tu= 0.77 KN-MET Tc= 2.8 KN-MET Ts= 0.0 KN-MET LOAD 5
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 147. MM C/C FOR 1488. MM

___ 57J____________________ 3560X 300X 350_____________________ 58J____

| |
||============== =========================||
| 2No16 H 294. 0.TO 749 |2No16 H|294.2366.TO 3560 |
| | | | 12*10c/c147 |
| 2No16 H 56. 0.TO 2985 | | | | |
||============================================================== |
| |
|___________________________________________________________________________|
_____________ _____________ _____________ _____________
| | | | | | | |
| oo | | | | oo | | oo |
| 2#16 | | | | 2#16 | | 2#16 |
| | | | | | | |
| 2#16 | | 2#16 | | 2#16 | | |
| oo | | oo | | oo | | |
| | | | | | | |
|_____________| |_____________| |_____________| |_____________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 67 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 68

=====================================================================

BEAM NO. 91 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 4281. MM FY - 414. FC - 28. MPA, SIZE - 300. X 350. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 181. 3922. NO NO

2 294. 2 - 16MM 0. 809. YES NO
3 294. 2 - 16MM 3294. 4281. NO YES

B E A M N O. 91 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 33.75 KNS Vc= 78.06 KNS Vs= 0.00 KNS
Tu= 0.54 KN-MET Tc= 2.8 KN-MET Ts= 0.0 KN-MET LOAD 3
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 147. MM C/C FOR 1849. MM

AT END SUPPORT - Vu= 43.15 KNS Vc= 86.11 KNS Vs= 0.00 KNS
Tu= 0.76 KN-MET Tc= 2.8 KN-MET Ts= 0.0 KN-MET LOAD 5
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 147. MM C/C FOR 1849. MM

___ 58J____________________ 4281X 300X 350_____________________ 59J____

| |
||============= =================||
| 2No16 H 294.| 0.TO 809 2No16 H 294.3294.TO 4281 |
| 14*10c/c147 | | 14*10c/c147 |
| 2No16 H| 56. 181.TO 3922 | | | | |
| =================================================================== |
| |
|___________________________________________________________________________|
_____________ _____________ _____________ _____________
| | | | | | | |
| oo | | | | | | oo |
| 2#16 | | | | | | 2#16 |
| | | | | | | |
| | | 2#16 | | 2#16 | | |
| | | oo | | oo | | |
| | | | | | | |
|_____________| |_____________| |_____________| |_____________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 68 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 69

=====================================================================

BEAM NO. 92 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 3700. MM FY - 414. FC - 28. MPA, SIZE - 300. X 400. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 0. 3175. YES NO

2 344. 2 - 16MM 0. 896. YES NO
3 342. 2 - 20MM 1578. 3700. NO YES

B E A M N O. 92 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 21.21 KNS Vc= 90.14 KNS Vs= 0.00 KNS
Tu= 1.05 KN-MET Tc= 3.4 KN-MET Ts= 0.0 KN-MET LOAD 3
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 44.74 KNS Vc= 90.18 KNS Vs= 0.00 KNS
Tu= 1.95 KN-MET Tc= 3.4 KN-MET Ts= 0.0 KN-MET LOAD 5
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 172. MM C/C FOR 1508. MM

___ 46J____________________ 3700X 300X 400_____________________ 50J____

| |
||================= ===========================================||
| 2No16 H 344. 0.TO 896 2No20 H 342.1578.TO|3700 | | |
| | | | | |10*10c/c172 |
| 2No16 H 56. 0.TO 3175 | | | | | | |
||================================================================ |
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________
| | | | | | | |
| oo | | | | oo | | oo |
| 2#16 | | | | 2#20 | | 2#20 |
| | | | | | | |
| 2#16 | | 2#16 | | 2#16 | | |
| oo | | oo | | oo | | |
| | | | | | | |
|___________| |___________| |___________| |___________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 69 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 70

=====================================================================

BEAM NO. 93 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 4280. MM FY - 414. FC - 28. MPA, SIZE - 300. X 400. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 0. 3867. YES NO

2 344. 2 - 16MM 0. 1301. YES NO
3 344. 3 - 16MM 2087. 4280. NO YES

B E A M N O. 93 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 41.55 KNS Vc= 88.85 KNS Vs= 0.00 KNS
Tu= 2.38 KN-MET Tc= 3.3 KN-MET Ts= 0.0 KN-MET LOAD 5
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 172. MM C/C FOR 1798. MM

AT END SUPPORT - Vu= 41.45 KNS Vc= 88.85 KNS Vs= 0.00 KNS
Tu= 2.38 KN-MET Tc= 3.3 KN-MET Ts= 0.0 KN-MET LOAD 5
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 172. MM C/C FOR 1798. MM

___ 50J____________________ 4279X 300X 400_____________________ 52J____

| |
||====================== ======================================||
| 2No16 H 344.| 0.TO 1301 3No16 H 344.2087.TO 4280| | |
| 12*10c/c172 | | | | | | | | | 12*10c/c172 |
| 2No16 H |56.| 0.TO 3867 | | | | | | | | |
||=================================================================== |
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________
| | | | | | | |
| oo | | | | ooo | | ooo |
| 2#16 | | | | 3#16 | | 3#16 |
| | | | | | | |
| 2#16 | | 2#16 | | 2#16 | | |
| oo | | oo | | oo | | |
| | | | | | | |
|___________| |___________| |___________| |___________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 70 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 71

=====================================================================

BEAM NO. 94 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 4300. MM FY - 414. FC - 28. MPA, SIZE - 250. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 0. 3384. YES NO

2 56. 2 - 16MM 4120. 4300. NO YES
3 244. 2 - 16MM 0. 4300. YES YES

B E A M N O. 94 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 16.43 KNS Vc= 52.00 KNS Vs= 0.00 KNS
Tu= 3.14 KN-MET Tc= 1.6 KN-MET Ts= 4.2 KN-MET LOAD 6
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 94. MM C/C FOR 1908. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.28 SQ.CM.

AT END SUPPORT - Vu= 15.93 KNS Vc= 52.00 KNS Vs= 0.00 KNS
Tu= 3.14 KN-MET Tc= 1.6 KN-MET Ts= 4.2 KN-MET LOAD 6
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 94. MM C/C FOR 1908. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.28 SQ.CM.

___ 52J____________________ 4300X 250X 300_____________________ 54J____

| |
||=========================================================================||
| 2No16 H 244.| |0.TO 4300| | | | | | | | | | | | | | | | | | | |
| 22*10c/c 94 | | | | | | | | | | | | | | | | | | | | | | | 22*10c/c 94| | |
| 2No16 H |56.| |0.TO 3384| | | | | | | | | | | | |2No16|H| 56.4120.TO 4300 |
||========================================================== ===||
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________
| | | | | | | |
| oo | | oo | | oo | | oo |
| 2#16 | | 2#16 | | 2#16 | | 2#16 |
| | | | | | | |
| 2#16 | | 2#16 | | 2#16 | | 2#16 |
| oo | | oo | | oo | | oo |
| | | | | | | |
|___________| |___________| |___________| |___________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 71 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 72

=====================================================================

BEAM NO. 95 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 4300. MM FY - 414. FC - 28. MPA, SIZE - 250. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 0. 2737. YES NO

2 244. 2 - 16MM 0. 811. YES NO
3 244. 4 - 16MM 1732. 4300. NO YES

B E A M N O. 95 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 8.51 KNS Vc= 51.20 KNS Vs= 0.00 KNS
Tu= 0.10 KN-MET Tc= 1.6 KN-MET Ts= 0.0 KN-MET LOAD 3
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 22.28 KNS Vc= 50.72 KNS Vs= 0.00 KNS
Tu= 0.22 KN-MET Tc= 1.6 KN-MET Ts= 0.0 KN-MET LOAD 5
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 122. MM C/C FOR 1908. MM

___ 54J____________________ 4300X 250X 300_____________________ 56J____

| |
||============= =============================================||
| 2No16 H 244. 0.TO 811 4No16 H 244.1732.TO 4300 |
| | 17*10c/c122 |
| 2No16 H 56. 0.TO 2737 | |
||=============================================== |
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________
| | | | | | | |
| oo | | | | oooo | | oooo |
| 2#16 | | | | 4#16 | | 4#16 |
| | | | | | | |
| 2#16 | | 2#16 | | | | |
| oo | | oo | | | | |
| | | | | | | |
|___________| |___________| |___________| |___________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 72 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 73

=====================================================================

BEAM NO. 96 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 1680. MM FY - 414. FC - 28. MPA, SIZE - 250. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 0. 1121. YES NO

2 244. 3 - 16MM 0. 1680. YES YES

B E A M N O. 96 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 33.52 KNS Tu= 9.1 KN-MET

Vc= 53.6 KNS, ACI 318:CLAUSE 11.6.3.1
LOAD 5 TORSION VALUE TOO HIGH, INCREASE MEMBER SIZE.
AT END SUPPORT - Vu= 23.37 KNS Tu= 9.1 KN-MET
Vc= 53.6 KNS, ACI 318:CLAUSE 11.6.3.1
LOAD 5 TORSION VALUE TOO HIGH, INCREASE MEMBER SIZE.

___ 55J____________________ 1679X 250X 300_____________________ 60J____

| |
||=========================================================================||
| 3No16 H 244. 0.TO 1680 |
| |
| 2No16 H 56. 0.TO 1121 |
||================================================= |
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________
| | | | | | | |
| ooo | | ooo | | ooo | | ooo |
| 3#16 | | 3#16 | | 3#16 | | 3#16 |
| | | | | | | |
| 2#16 | | 2#16 | | 2#16 | | |
| oo | | oo | | oo | | |
| | | | | | | |
|___________| |___________| |___________| |___________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 73 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 74

=====================================================================

BEAM NO. 97 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 1680. MM FY - 414. FC - 28. MPA, SIZE - 250. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 886. 1680. NO YES

2 242. 3 - 20MM 0. 1680. YES YES

B E A M N O. 97 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 47.05 KNS Tu= 10.8 KN-MET

Vc= 51.5 KNS, ACI 318:CLAUSE 11.6.3.1
LOAD 5 TORSION VALUE TOO HIGH, INCREASE MEMBER SIZE.
AT END SUPPORT - Vu= 36.90 KNS Tu= 10.8 KN-MET
Vc= 93.9 KNS, ACI 318:CLAUSE 11.6.3.1
LOAD 5 TORSION VALUE TOO HIGH, INCREASE MEMBER SIZE.

___ 56J____________________ 1679X 250X 300_____________________ 61J____

| |
||=========================================================================||
| 3No20 H 242. 0.TO 1680 |
| |
| 2No16 H 56. 886.TO 1680 |
| ===================================||
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________
| | | | | | | |
| ooo | | ooo | | ooo | | ooo |
| 3#20 | | 3#20 | | 3#20 | | 3#20 |
| | | | | | | |
| | | | | 2#16 | | 2#16 |
| | | | | oo | | oo |
| | | | | | | |
|___________| |___________| |___________| |___________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 74 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 75

=====================================================================

BEAM NO. 98 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 1080. MM FY - 414. FC - 28. MPA, SIZE - 250. X 400. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 1035. 1080. NO YES

2 344. 2 - 16MM 0. 1080. YES YES

B E A M N O. 98 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 25.15 KNS Vc= 74.67 KNS Vs= 0.00 KNS
Tu= 3.69 KN-MET Tc= 2.5 KN-MET Ts= 4.9 KN-MET LOAD 6
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 119. MM C/C FOR 198. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.30 SQ.CM.

AT END SUPPORT - Vu= 21.18 KNS Vc= 74.67 KNS Vs= 0.00 KNS
Tu= 3.69 KN-MET Tc= 2.5 KN-MET Ts= 4.9 KN-MET LOAD 6
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 119. MM C/C FOR 198. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.30 SQ.CM.

___ 46J____________________ 1080X 250X 400_____________________ 63J____

| |
||=========================================================================||
| 2No16 H 344. 0.TO 1080 | |
| 3*10c/c119 3*10c/c119 | |
| 2No16 H 56.1035.TO 1080 |
| ===||
| |
|___________________________________________________________________________|
_________ _________ _________ _________
| | | | | | | |
| oo | | oo | | oo | | oo |
| 2#16 | | 2#16 | | 2#16 | | 2#16 |
| | | | | | | |
| | | | | | | 2#16 |
| | | | | | | oo |
| | | | | | | |
|_________| |_________| |_________| |_________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 75 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 76

=====================================================================

BEAM NO. 99 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 1080. MM FY - 414. FC - 28. MPA, SIZE - 250. X 400. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 1034. 1080. NO YES

2 344. 3 - 16MM 0. 1080. YES YES

B E A M N O. 99 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 58.60 KNS Vc= 75.02 KNS Vs= 3.12 KNS
Tu= 6.38 KN-MET Tc= 2.5 KN-MET Ts= 8.5 KN-MET LOAD 7
STIRRUPS ARE REQUIRED FOR SHEAR AND TORSION.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 119. MM C/C FOR 198. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 2.25 SQ.CM.

AT END SUPPORT - Vu= 54.63 KNS Vc= 75.02 KNS Vs= 0.00 KNS
Tu= 6.38 KN-MET Tc= 2.5 KN-MET Ts= 8.5 KN-MET LOAD 7
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 119. MM C/C FOR 198. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 2.25 SQ.CM.

___ 50J____________________ 1080X 250X 400_____________________ 64J____

| |
||=========================================================================||
| 3No16 H 344. 0.TO 1080 | |
| 3*10c/c119 3*10c/c119 | |
| 2No16 H 56.1034.TO 1080 |
| ===||
| |
|___________________________________________________________________________|
_________ _________ _________ _________
| | | | | | | |
| ooo | | ooo | | ooo | | ooo |
| 3#16 | | 3#16 | | 3#16 | | 3#16 |
| | | | | | | |
| | | | | | | 2#16 |
| | | | | | | oo |
| | | | | | | |
|_________| |_________| |_________| |_________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 76 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 77

=====================================================================

BEAM NO. 100 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 1080. MM FY - 414. FC - 28. MPA, SIZE - 250. X 400. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 344. 3 - 16MM 0. 1080. YES YES

B E A M N O. 100 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 49.71 KNS Vc= 75.41 KNS Vs= 0.00 KNS
Tu= 6.75 KN-MET Tc= 2.5 KN-MET Ts= 9.0 KN-MET LOAD 7
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 119. MM C/C FOR 198. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 2.38 SQ.CM.

AT END SUPPORT - Vu= 45.74 KNS Vc= 75.41 KNS Vs= 0.00 KNS
Tu= 6.75 KN-MET Tc= 2.5 KN-MET Ts= 9.0 KN-MET LOAD 7
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 119. MM C/C FOR 198. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 2.38 SQ.CM.

___ 52J____________________ 1080X 250X 400_____________________ 65J____

| |
||=========================================================================||
| 3No16 H 344. 0.TO 1080 |
| 3*10c/c119 3*10c/c119 |
| |
| |
| |
|___________________________________________________________________________|
_________ _________ _________ _________
| | | | | | | |
| ooo | | ooo | | ooo | | ooo |
| 3#16 | | 3#16 | | 3#16 | | 3#16 |
| | | | | | | |
| | | | | | | |
| | | | | | | |
| | | | | | | |
|_________| |_________| |_________| |_________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 77 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 78

=====================================================================

BEAM NO. 101 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 1080. MM FY - 414. FC - 28. MPA, SIZE - 250. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 0. 1080. YES YES

2 244. 2 - 16MM 0. 1080. YES YES

B E A M N O. 101 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 30.94 KNS Vc= 51.12 KNS Vs= 0.00 KNS
Tu= 7.01 KN-MET Tc= 1.7 KN-MET Ts= 9.3 KN-MET LOAD 7
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 94. MM C/C FOR 298. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 2.86 SQ.CM.

AT END SUPPORT - Vu= 25.38 KNS Vc= 51.75 KNS Vs= 0.00 KNS
Tu= 7.01 KN-MET Tc= 1.7 KN-MET Ts= 9.3 KN-MET LOAD 7
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 94. MM C/C FOR 298. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 2.86 SQ.CM.

___ 54J____________________ 1080X 250X 300_____________________ 66J____

| |
||=========================================================================||
| 2No16 H|244. |0.TO 1080 | | | | | | |
| 5*10c/c 94 | | | | | | 5*10c/c 94 | |
| 2No16 H| 56. |0.TO 1080 | | | | | | |
||=========================================================================||
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________
| | | | | | | |
| oo | | oo | | oo | | oo |
| 2#16 | | 2#16 | | 2#16 | | 2#16 |
| | | | | | | |
| 2#16 | | 2#16 | | 2#16 | | 2#16 |
| oo | | oo | | oo | | oo |
| | | | | | | |
|___________| |___________| |___________| |___________|

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 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 79

=====================================================================

BEAM NO. 102 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 1080. MM FY - 414. FC - 28. MPA, SIZE - 250. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 0. 1080. YES YES

2 244. 3 - 16MM 0. 1080. YES YES

B E A M N O. 102 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 44.31 KNS Vc= 51.78 KNS Vs= 7.30 KNS
Tu= 6.92 KN-MET Tc= 1.7 KN-MET Ts= 9.2 KN-MET LOAD 7
STIRRUPS ARE REQUIRED FOR SHEAR AND TORSION.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 94. MM C/C FOR 298. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 2.83 SQ.CM.

AT END SUPPORT - Vu= 38.75 KNS Vc= 73.41 KNS Vs= 0.00 KNS
Tu= 6.92 KN-MET Tc= 1.7 KN-MET Ts= 9.2 KN-MET LOAD 7
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 94. MM C/C FOR 298. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 2.83 SQ.CM.

___ 56J____________________ 1080X 250X 300_____________________ 67J____

| |
||=========================================================================||
| 3No16 H|244. |0.TO 1080 | | | | | | |
| 5*10c/c 94 | | | | | | 5*10c/c 94 | |
| 2No16 H| 56. |0.TO 1080 | | | | | | |
||=========================================================================||
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________
| | | | | | | |
| ooo | | ooo | | ooo | | ooo |
| 3#16 | | 3#16 | | 3#16 | | 3#16 |
| | | | | | | |
| 2#16 | | 2#16 | | 2#16 | | 2#16 |
| oo | | oo | | oo | | oo |
| | | | | | | |
|___________| |___________| |___________| |___________|

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 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 80

=====================================================================

BEAM NO. 103 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 5850. MM FY - 414. FC - 28. MPA, SIZE - 200. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 0. 4638. YES NO

2 244. 2 - 16MM 0. 5850. YES YES

B E A M N O. 103 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 16.18 KNS Vc= 42.81 KNS Vs= 0.00 KNS
Tu= 0.42 KN-MET Tc= 1.2 KN-MET Ts= 0.0 KN-MET LOAD 3
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 122. MM C/C FOR 2683. MM

AT END SUPPORT - Vu= 19.85 KNS Vc= 42.81 KNS Vs= 0.00 KNS
Tu= 0.42 KN-MET Tc= 1.2 KN-MET Ts= 0.0 KN-MET LOAD 3
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 122. MM C/C FOR 2683. MM

___ 60J____________________ 5850X 200X 300_____________________ 61J____

| |
||=========================================================================||
| 2No16 H 244.| |0.TO 5850| | | | | | | | | | | | | | | | | | |
| 24*10c/c122 | | | | | | | | | | | | | | | | | | | | | | | |24*10c/c122 |
| 2No16 H |56.| |0.TO 4638| | | | | | | | | | | | | | | | | | |
||=========================================================== |
| |
|___________________________________________________________________________|
_________ _________ _________ _________
| | | | | | | |
| oo | | oo | | oo | | oo |
| 2#16 | | 2#16 | | 2#16 | | 2#16 |
| | | | | | | |
| 2#16 | | 2#16 | | 2#16 | | |
| oo | | oo | | oo | | |
| | | | | | | |
|_________| |_________| |_________| |_________|

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 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 81

=====================================================================

BEAM NO. 104 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 1080. MM FY - 414. FC - 28. MPA, SIZE - 200. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 244. 2 - 16MM 0. 1080. YES YES

B E A M N O. 104 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 5.61 KNS Tu= 6.3 KN-MET

Vc= 42.8 KNS, ACI 318:CLAUSE 11.6.3.1
LOAD 3 TORSION VALUE TOO HIGH, INCREASE MEMBER SIZE.
AT END SUPPORT - Vu= 1.19 KNS Tu= 6.3 KN-MET
Vc= 42.8 KNS, ACI 318:CLAUSE 11.6.3.1
LOAD 3 TORSION VALUE TOO HIGH, INCREASE MEMBER SIZE.

___ 61J____________________ 1080X 200X 300_____________________ 68J____

| |
||=========================================================================||
| 2No16 H 244. 0.TO 1080 |
| |
| |
| |
| |
|___________________________________________________________________________|
_________ _________ _________ _________
| | | | | | | |
| oo | | oo | | oo | | oo |
| 2#16 | | 2#16 | | 2#16 | | 2#16 |
| | | | | | | |
| | | | | | | |
| | | | | | | |
| | | | | | | |
|_________| |_________| |_________| |_________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 81 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 82

=====================================================================

BEAM NO. 105 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 3700. MM FY - 414. FC - 28. MPA, SIZE - 250. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 0. 2991. YES NO

2 244. 2 - 16MM 0. 452. YES NO
3 244. 2 - 16MM 2169. 3700. NO YES

B E A M N O. 105 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 11.38 KNS Vc= 94.07 KNS Vs= 0.00 KNS
Tu= 0.50 KN-MET Tc= 1.7 KN-MET Ts= 0.0 KN-MET LOAD 3
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 23.54 KNS Vc= 52.49 KNS Vs= 0.00 KNS
Tu= 0.54 KN-MET Tc= 1.7 KN-MET Ts= 0.0 KN-MET LOAD 5
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 122. MM C/C FOR 1608. MM

___ 63J____________________ 3700X 250X 300_____________________ 64J____

| |
||======== ===============================||
| 2No16 H 244. 0.TO 452 2No16|H 244.2169.TO 3700 |
| | | | | 15*10c/c122 |
| 2No16 H 56. 0.TO 2991 | | | | |
||============================================================ |
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________
| | | | | | | |
| oo | | | | oo | | oo |
| 2#16 | | | | 2#16 | | 2#16 |
| | | | | | | |
| 2#16 | | 2#16 | | 2#16 | | |
| oo | | oo | | oo | | |
| | | | | | | |
|___________| |___________| |___________| |___________|

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 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 83

=====================================================================

BEAM NO. 106 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 4280. MM FY - 414. FC - 28. MPA, SIZE - 250. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 715. 3743. NO NO

2 244. 2 - 16MM 0. 1166. YES NO
3 244. 2 - 16MM 2936. 4280. NO YES

B E A M N O. 106 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 23.57 KNS Vc= 52.19 KNS Vs= 0.00 KNS
Tu= 0.70 KN-MET Tc= 1.7 KN-MET Ts= 0.0 KN-MET LOAD 5
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 122. MM C/C FOR 1898. MM

AT END SUPPORT - Vu= 22.60 KNS Vc= 52.35 KNS Vs= 0.00 KNS
Tu= 0.70 KN-MET Tc= 1.7 KN-MET Ts= 0.0 KN-MET LOAD 5
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 122. MM C/C FOR 1898. MM

___ 64J____________________ 4279X 250X 300_____________________ 65J____

| |
||=================== =======================||
| 2No16 H 244.| 0.TO 1166 2No16|H 244.2936.TO 4280 |
| 17*10c/c122 | | | | | | 17*10c/c122 |
| 2No16 H| 56. 715.TO 3743 | | | | | |
| ======================================================= |
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________
| | | | | | | |
| oo | | | | | | oo |
| 2#16 | | | | | | 2#16 |
| | | | | | | |
| | | 2#16 | | 2#16 | | |
| | | oo | | oo | | |
| | | | | | | |
|___________| |___________| |___________| |___________|

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 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 84

=====================================================================

BEAM NO. 107 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 4300. MM FY - 414. FC - 28. MPA, SIZE - 200. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 804. 4300. NO YES

2 244. 2 - 16MM 0. 3319. YES NO
3 244. 2 - 16MM 2952. 4300. NO YES

B E A M N O. 107 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 16.24 KNS Vc= 41.88 KNS Vs= 0.00 KNS
Tu= 2.05 KN-MET Tc= 1.2 KN-MET Ts= 2.7 KN-MET LOAD 6
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 82. MM C/C FOR 1908. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.05 SQ.CM.

AT END SUPPORT - Vu= 10.84 KNS Vc= 41.88 KNS Vs= 0.00 KNS
Tu= 2.05 KN-MET Tc= 1.2 KN-MET Ts= 2.7 KN-MET LOAD 6
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 82. MM C/C FOR 1908. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.05 SQ.CM.

___ 65J____________________ 4300X 200X 300_____________________ 66J____

| |
||=========================================================================||
| 2No16 H 244.| |0.TO 3319| | | | | | | | | | | | |2No16|H|244.2952.TO|4300 |
| 25*10c/c 82 | | | | | | | | | | | | | | | | | | | | | | | |25*10c/c 82| | |
| |2No16|H| 56. 804.TO|4300 | | | | | | | | | | | | | | | | | | |
| =============================================================||
| |
|___________________________________________________________________________|
_________ _________ _________ _________
| | | | | | | |
| oo | | oo | | oo | | oo |
| 2#16 | | 2#16 | | 2#16 | | 2#16 |
| | | | | | | |
| | | 2#16 | | 2#16 | | 2#16 |
| | | oo | | oo | | oo |
| | | | | | | |
|_________| |_________| |_________| |_________|

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 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 85

=====================================================================

BEAM NO. 108 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 4300. MM FY - 414. FC - 28. MPA, SIZE - 200. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 0. 4300. YES YES

2 244. 2 - 16MM 0. 811. YES NO
3 244. 2 - 16MM 1877. 4300. NO YES

B E A M N O. 108 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 8.40 KNS Vc= 42.57 KNS Vs= 0.00 KNS
Tu= 0.05 KN-MET Tc= 1.2 KN-MET Ts= 0.0 KN-MET LOAD 3
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 17.06 KNS Vc= 42.50 KNS Vs= 0.00 KNS
Tu= 0.02 KN-MET Tc= 1.2 KN-MET Ts= 0.0 KN-MET LOAD 5
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 122. MM C/C FOR 1908. MM

___ 66J____________________ 4300X 200X 300_____________________ 67J____

| |
||============= ==========================================||
| 2No16 H 244. 0.TO 811 2No16 H 244.1877.TO 4300| | | | | | |
| | | | 17*10c/c122 | |
| 2No16 H 56. 0.TO 4300 | | | | | | | | |
||=========================================================================||
| |
|___________________________________________________________________________|
_________ _________ _________ _________
| | | | | | | |
| oo | | | | oo | | oo |
| 2#16 | | | | 2#16 | | 2#16 |
| | | | | | | |
| 2#16 | | 2#16 | | 2#16 | | 2#16 |
| oo | | oo | | oo | | oo |
| | | | | | | |
|_________| |_________| |_________| |_________|

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 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 86

=====================================================================

BEAM NO. 109 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 1680. MM FY - 414. FC - 28. MPA, SIZE - 200. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 0. 982. YES NO

2 244. 2 - 16MM 0. 1680. YES YES

B E A M N O. 109 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 9.11 KNS Tu= 5.7 KN-MET

Vc= 42.8 KNS, ACI 318:CLAUSE 11.6.3.1
LOAD 3 TORSION VALUE TOO HIGH, INCREASE MEMBER SIZE.
AT END SUPPORT - Vu= 2.03 KNS Tu= 5.7 KN-MET
Vc= 42.8 KNS, ACI 318:CLAUSE 11.6.3.1
LOAD 3 TORSION VALUE TOO HIGH, INCREASE MEMBER SIZE.

___ 67J____________________ 1679X 200X 300_____________________ 68J____

| |
||=========================================================================||
| 2No16 H 244. 0.TO 1680 |
| |
| 2No16 H 56. 0.TO 982 |
||=========================================== |
| |
|___________________________________________________________________________|
_________ _________ _________ _________
| | | | | | | |
| oo | | oo | | oo | | oo |
| 2#16 | | 2#16 | | 2#16 | | 2#16 |
| | | | | | | |
| 2#16 | | 2#16 | | | | |
| oo | | oo | | | | |
| | | | | | | |
|_________| |_________| |_________| |_________|

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 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 87

=====================================================================

BEAM NO. 120 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 3715. MM FY - 414. FC - 28. MPA, SIZE - 250. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 0. 2994. YES NO

2 244. 2 - 16MM 0. 3715. YES YES

B E A M N O. 120 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 9.67 KNS Vc= 73.07 KNS Vs= 0.00 KNS
Tu= 0.10 KN-MET Tc= 1.7 KN-MET Ts= 0.0 KN-MET LOAD 3
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 22.08 KNS Vc= 51.96 KNS Vs= 0.00 KNS
Tu= 0.03 KN-MET Tc= 1.7 KN-MET Ts= 0.0 KN-MET LOAD 6
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 122. MM C/C FOR 1616. MM

___ 69J____________________ 3714X 250X 300_____________________ 70J____

| |
||=========================================================================||
| 2No16 H 244. 0.TO 3715 | | | | |
| | | | 15*10c/c122 |
| 2No16 H 56. 0.TO 2994 | | | | |
||============================================================ |
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________
| | | | | | | |
| oo | | oo | | oo | | oo |
| 2#16 | | 2#16 | | 2#16 | | 2#16 |
| | | | | | | |
| 2#16 | | 2#16 | | 2#16 | | |
| oo | | oo | | oo | | |
| | | | | | | |
|___________| |___________| |___________| |___________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 87 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 88

=====================================================================

BEAM NO. 121 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 3214. MM FY - 414. FC - 28. MPA, SIZE - 250. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 0. 3214. YES YES

2 244. 2 - 16MM 0. 988. YES NO
3 244. 2 - 16MM 1289. 3214. NO YES

B E A M N O. 121 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 8.40 KNS Vc= 51.78 KNS Vs= 0.00 KNS
Tu= 0.10 KN-MET Tc= 1.7 KN-MET Ts= 0.0 KN-MET LOAD 3
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 10.89 KNS Vc= 51.45 KNS Vs= 0.00 KNS
Tu= 0.10 KN-MET Tc= 1.7 KN-MET Ts= 0.0 KN-MET LOAD 3
STIRRUPS ARE NOT REQUIRED.

___ 70J____________________ 3213X 250X 300_____________________ 71J____

| |
||====================== =============================================||
| 2No16 H 244. 0.TO 988 2No16 H 244.1289.TO 3214 |
| |
| 2No16 H 56. 0.TO 3214 |
||=========================================================================||
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________
| | | | | | | |
| oo | | | | oo | | oo |
| 2#16 | | | | 2#16 | | 2#16 |
| | | | | | | |
| 2#16 | | 2#16 | | 2#16 | | 2#16 |
| oo | | oo | | oo | | oo |
| | | | | | | |
|___________| |___________| |___________| |___________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 88 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 89

=====================================================================

BEAM NO. 122 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 5357. MM FY - 414. FC - 28. MPA, SIZE - 250. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 0. 4199. YES NO

2 244. 2 - 16MM 0. 899. YES NO
3 244. 3 - 16MM 664. 5357. NO YES

B E A M N O. 122 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 15.70 KNS Vc= 52.18 KNS Vs= 0.00 KNS
Tu= 0.30 KN-MET Tc= 1.7 KN-MET Ts= 0.0 KN-MET LOAD 3
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 22.62 KNS Vc= 51.70 KNS Vs= 0.00 KNS
Tu= 0.39 KN-MET Tc= 1.7 KN-MET Ts= 0.0 KN-MET LOAD 5
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 122. MM C/C FOR 2437. MM

___ 71J____________________ 5356X 250X 300_____________________ 72J____

| |
||=========================================================================||
| 2No16 H 244.6 H0.TO. 899.TO 5357 | | | | |
| | | | | 21*10c/c122 |
| 2No16 H 56. 0.TO 4199 | | | | |
||========================================================== |
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________
| | | | | | | |
| oo | | ooo | | ooo | | ooo |
| 2#16 | | 3#16 | | 3#16 | | 3#16 |
| | | | | | | |
| 2#16 | | 2#16 | | 2#16 | | |
| oo | | oo | | oo | | |
| | | | | | | |
|___________| |___________| |___________| |___________|

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 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 90

=====================================================================

BEAM NO. 123 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 3725. MM FY - 414. FC - 28. MPA, SIZE - 250. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 0. 3016. YES NO

2 244. 2 - 16MM 0. 3725. YES YES

B E A M N O. 123 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 9.16 KNS Vc= 93.87 KNS Vs= 0.00 KNS
Tu= 0.06 KN-MET Tc= 1.7 KN-MET Ts= 0.0 KN-MET LOAD 3
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 23.26 KNS Vc= 52.64 KNS Vs= 0.00 KNS
Tu= 0.10 KN-MET Tc= 1.7 KN-MET Ts= 0.0 KN-MET LOAD 6
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 122. MM C/C FOR 1620. MM

___ 73J____________________ 3724X 250X 300_____________________ 74J____

| |
||=========================================================================||
| 2No16 H 244. 0.TO 3725 | | | | |
| | | | 15*10c/c122 |
| 2No16 H 56. 0.TO 3016 | | | | |
||============================================================ |
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________
| | | | | | | |
| oo | | oo | | oo | | oo |
| 2#16 | | 2#16 | | 2#16 | | 2#16 |
| | | | | | | |
| 2#16 | | 2#16 | | 2#16 | | |
| oo | | oo | | oo | | |
| | | | | | | |
|___________| |___________| |___________| |___________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 90 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 91

=====================================================================

BEAM NO. 124 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 3222. MM FY - 414. FC - 28. MPA, SIZE - 250. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 0. 3222. YES YES

2 244. 2 - 16MM 0. 1258. YES NO
3 244. 2 - 16MM 1562. 3222. NO YES

B E A M N O. 124 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 9.66 KNS Vc= 52.78 KNS Vs= 0.00 KNS
Tu= 0.68 KN-MET Tc= 1.7 KN-MET Ts= 0.0 KN-MET LOAD 3
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 9.69 KNS Vc= 52.78 KNS Vs= 0.00 KNS
Tu= 0.68 KN-MET Tc= 1.7 KN-MET Ts= 0.0 KN-MET LOAD 3
STIRRUPS ARE NOT REQUIRED.

___ 74J____________________ 3222X 250X 300_____________________ 75J____

| |
||============================ =======================================||
| 2No16 H 244. 0.TO 1258 2No16 H 244.1562.TO 3222 |
| |
| 2No16 H 56. 0.TO 3222 |
||=========================================================================||
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________
| | | | | | | |
| oo | | oo | | oo | | oo |
| 2#16 | | 2#16 | | 2#16 | | 2#16 |
| | | | | | | |
| 2#16 | | 2#16 | | 2#16 | | 2#16 |
| oo | | oo | | oo | | oo |
| | | | | | | |
|___________| |___________| |___________| |___________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 91 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 92

=====================================================================

BEAM NO. 125 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 5350. MM FY - 414. FC - 28. MPA, SIZE - 250. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 0. 3745. YES NO

2 244. 3 - 16MM 0. 5350. YES YES

B E A M N O. 125 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 14.18 KNS Vc= 52.32 KNS Vs= 0.00 KNS
Tu= 0.06 KN-MET Tc= 1.7 KN-MET Ts= 0.0 KN-MET LOAD 3
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 20.21 KNS Vc= 51.54 KNS Vs= 0.00 KNS
Tu= 0.06 KN-MET Tc= 1.7 KN-MET Ts= 0.0 KN-MET LOAD 3
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 122. MM C/C FOR 2433. MM

___ 75J____________________ 5349X 250X 300_____________________ 76J____

| |
||=========================================================================||
| 3No16 H 244. 0.TO 5350 | |
| | 21*10c/c122 |
| 2No16 H 56. 0.TO 3745 | |
||==================================================== |
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________
| | | | | | | |
| ooo | | ooo | | ooo | | ooo |
| 3#16 | | 3#16 | | 3#16 | | 3#16 |
| | | | | | | |
| 2#16 | | 2#16 | | 2#16 | | |
| oo | | oo | | oo | | |
| | | | | | | |
|___________| |___________| |___________| |___________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 92 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 93

=====================================================================

BEAM NO. 126 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 5590. MM FY - 414. FC - 28. MPA, SIZE - 250. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 0. 4421. YES NO

2 244. 3 - 16MM 0. 5590. YES YES

B E A M N O. 126 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 15.37 KNS Vc= 53.46 KNS Vs= 0.00 KNS
Tu= 0.19 KN-MET Tc= 1.7 KN-MET Ts= 0.0 KN-MET LOAD 3
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 20.72 KNS Vc= 51.84 KNS Vs= 0.00 KNS
Tu= 0.19 KN-MET Tc= 1.7 KN-MET Ts= 0.0 KN-MET LOAD 3
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 122. MM C/C FOR 2553. MM

___ 77J____________________ 5590X 250X 300_____________________ 78J____

| |
||=========================================================================||
| 3No16 H 244. 0.TO 5590 | | | | | |
| | | | | |22*10c/c122 |
| 2No16 H 56. 0.TO 4421 | | | | | |
||=========================================================== |
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________
| | | | | | | |
| ooo | | ooo | | ooo | | ooo |
| 3#16 | | 3#16 | | 3#16 | | 3#16 |
| | | | | | | |
| 2#16 | | 2#16 | | 2#16 | | |
| oo | | oo | | oo | | |
| | | | | | | |
|___________| |___________| |___________| |___________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 93 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 94

=====================================================================

BEAM NO. 127 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 2470. MM FY - 414. FC - 28. MPA, SIZE - 250. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 0. 2206. YES NO

2 244. 2 - 16MM 0. 2470. YES YES

B E A M N O. 127 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 6.43 KNS Vc= 66.26 KNS Vs= 0.00 KNS
Tu= 0.05 KN-MET Tc= 1.7 KN-MET Ts= 0.0 KN-MET LOAD 3
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 7.61 KNS Vc= 57.91 KNS Vs= 0.00 KNS
Tu= 0.05 KN-MET Tc= 1.7 KN-MET Ts= 0.0 KN-MET LOAD 3
STIRRUPS ARE NOT REQUIRED.

___ 69J____________________ 2470X 250X 300_____________________ 73J____

| |
||=========================================================================||
| 2No16 H 244. 0.TO 2470 |
| |
| 2No16 H 56. 0.TO 2206 |
||================================================================== |
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________
| | | | | | | |
| oo | | oo | | oo | | oo |
| 2#16 | | 2#16 | | 2#16 | | 2#16 |
| | | | | | | |
| 2#16 | | 2#16 | | 2#16 | | |
| oo | | oo | | oo | | |
| | | | | | | |
|___________| |___________| |___________| |___________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 94 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 95

=====================================================================

BEAM NO. 128 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 2990. MM FY - 414. FC - 28. MPA, SIZE - 250. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 0. 2661. YES NO

2 244. 2 - 16MM 0. 2990. YES YES

B E A M N O. 128 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 8.37 KNS Vc= 75.63 KNS Vs= 0.00 KNS
Tu= 0.23 KN-MET Tc= 1.7 KN-MET Ts= 0.0 KN-MET LOAD 3
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 19.55 KNS Vc= 51.93 KNS Vs= 0.00 KNS
Tu= 0.02 KN-MET Tc= 1.7 KN-MET Ts= 0.0 KN-MET LOAD 7
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 122. MM C/C FOR 1253. MM

___ 70J____________________ 2990X 250X 300_____________________ 74J____

| |
||=========================================================================||
| 2No16 H 244. 0.TO 2990 | | | | |
| | | |12*10c/c122 |
| 2No16 H 56. 0.TO 2661 | | | | |
||================================================================== |
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________
| | | | | | | |
| oo | | oo | | oo | | oo |
| 2#16 | | 2#16 | | 2#16 | | 2#16 |
| | | | | | | |
| 2#16 | | 2#16 | | 2#16 | | |
| oo | | oo | | oo | | |
| | | | | | | |
|___________| |___________| |___________| |___________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 95 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 96

=====================================================================

BEAM NO. 129 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 3430. MM FY - 414. FC - 28. MPA, SIZE - 250. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 0. 3430. YES YES

2 244. 2 - 16MM 0. 2167. YES NO
3 244. 2 - 16MM 1977. 3430. NO YES

B E A M N O. 129 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 9.37 KNS Vc= 54.25 KNS Vs= 0.00 KNS
Tu= 0.07 KN-MET Tc= 1.7 KN-MET Ts= 0.0 KN-MET LOAD 3
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 20.34 KNS Vc= 51.81 KNS Vs= 0.00 KNS
Tu= 0.37 KN-MET Tc= 1.7 KN-MET Ts= 0.0 KN-MET LOAD 7
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 122. MM C/C FOR 1473. MM

___ 71J____________________ 3430X 250X 300_____________________ 75J____

| |
||=========================================================================||
| 2No16 H 244. 0.TO 2167 2No16 H 244.1977.TO 3430 | | |
| | | | 14*10c/c122 | |
| 2No16 H 56. 0.TO 3430 | | | | | | | | |
||=========================================================================||
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________
| | | | | | | |
| oo | | oo | | oo | | oo |
| 2#16 | | 2#16 | | 2#16 | | 2#16 |
| | | | | | | |
| 2#16 | | 2#16 | | 2#16 | | 2#16 |
| oo | | oo | | oo | | oo |
| | | | | | | |
|___________| |___________| |___________| |___________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 96 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 97

=====================================================================

BEAM NO. 130 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 4287. MM FY - 414. FC - 28. MPA, SIZE - 250. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 0. 3721. YES NO

2 244. 2 - 16MM 0. 1167. YES NO
3 244. 2 - 16MM 1870. 4287. NO YES

B E A M N O. 130 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 17.32 KNS Vc= 52.07 KNS Vs= 0.00 KNS
Tu= 2.13 KN-MET Tc= 1.7 KN-MET Ts= 2.8 KN-MET LOAD 6
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 94. MM C/C FOR 1901. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 0.87 SQ.CM.

AT END SUPPORT - Vu= 14.93 KNS Vc= 53.13 KNS Vs= 0.00 KNS
Tu= 2.13 KN-MET Tc= 1.7 KN-MET Ts= 2.8 KN-MET LOAD 6
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 94. MM C/C FOR 1901. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 0.87 SQ.CM.

___ 75J____________________ 4286X 250X 300_____________________ 77J____

| |
||=================== ==========================================||
| 2No16 H 244.| |0.TO 1167 2No16 H 244.1870.TO 4287| | | | |
| 22*10c/c 94 | | | | | | | | | | | | | | | | | |22*10c/c 94 |
| 2No16 H |56.| |0.TO 3721 | | | | | | | | | | | | | | | | |
||================================================================ |
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________
| | | | | | | |
| oo | | | | oo | | oo |
| 2#16 | | | | 2#16 | | 2#16 |
| | | | | | | |
| 2#16 | | 2#16 | | 2#16 | | |
| oo | | oo | | oo | | |
| | | | | | | |
|___________| |___________| |___________| |___________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 97 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 98

=====================================================================

BEAM NO. 131 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 3700. MM FY - 414. FC - 28. MPA, SIZE - 250. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 0. 3700. YES YES

2 244. 2 - 16MM 0. 1994. YES NO
3 244. 2 - 16MM 2169. 3700. NO YES

B E A M N O. 131 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 11.81 KNS Vc= 57.75 KNS Vs= 0.00 KNS
Tu= 1.71 KN-MET Tc= 1.7 KN-MET Ts= 2.3 KN-MET LOAD 6
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 94. MM C/C FOR 1608. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 0.70 SQ.CM.

AT END SUPPORT - Vu= 15.46 KNS Vc= 52.60 KNS Vs= 0.00 KNS
Tu= 1.71 KN-MET Tc= 1.7 KN-MET Ts= 2.3 KN-MET LOAD 6
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 94. MM C/C FOR 1608. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 0.70 SQ.CM.

___ 72J____________________ 3700X 250X 300_____________________ 76J____

| |
||======================================= ===============================||
| 2No16 H 244.| |0.TO 1994| | | | | | | | |2No16|H|244.2169.TO|3700 | | | |
| 19*10c/c 94 | | | | | | | | | | | | | | | | | | | | | | |19*10c/c 94| | |
| 2No16 H |56.| |0.TO 3700| | | | | | | | | | | | | | | | | | | | | | | | |
||=========================================================================||
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________
| | | | | | | |
| oo | | oo | | oo | | oo |
| 2#16 | | 2#16 | | 2#16 | | 2#16 |
| | | | | | | |
| 2#16 | | 2#16 | | 2#16 | | 2#16 |
| oo | | oo | | oo | | oo |
| | | | | | | |
|___________| |___________| |___________| |___________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 98 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 99

=====================================================================

BEAM NO. 132 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 4280. MM FY - 414. FC - 28. MPA, SIZE - 250. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 0. 3726. YES NO

2 244. 2 - 16MM 0. 1166. YES NO
3 244. 2 - 16MM 1509. 4280. NO YES

B E A M N O. 132 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 14.83 KNS Vc= 52.15 KNS Vs= 0.00 KNS
Tu= 1.01 KN-MET Tc= 1.7 KN-MET Ts= 0.0 KN-MET LOAD 3
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 20.73 KNS Vc= 51.68 KNS Vs= 0.00 KNS
Tu= 1.29 KN-MET Tc= 1.7 KN-MET Ts= 0.0 KN-MET LOAD 7
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 122. MM C/C FOR 1898. MM

___ 76J____________________ 4279X 250X 300_____________________ 78J____

| |
||=================== =================================================||
| 2No16 H 244. 0.TO 1166 2No16 H 244.1509.TO|4280 | | | | | |
| | | | | | | | 17*10c/c122 |
| 2No16 H 56. 0.TO 3726 | | | | | | | | | |
||================================================================= |
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________
| | | | | | | |
| oo | | | | oo | | oo |
| 2#16 | | | | 2#16 | | 2#16 |
| | | | | | | |
| 2#16 | | 2#16 | | 2#16 | | |
| oo | | oo | | oo | | |
| | | | | | | |
|___________| |___________| |___________| |___________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 99 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 100

=====================================================================

BEAM NO. 133 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 1080. MM FY - 414. FC - 28. MPA, SIZE - 250. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 244. 2 - 16MM 0. 1080. YES YES

B E A M N O. 133 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 19.71 KNS Vc= 52.85 KNS Vs= 0.00 KNS
Tu= 3.69 KN-MET Tc= 1.7 KN-MET Ts= 4.9 KN-MET LOAD 6
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 94. MM C/C FOR 298. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.51 SQ.CM.

AT END SUPPORT - Vu= 14.15 KNS Vc= 52.85 KNS Vs= 0.00 KNS
Tu= 3.69 KN-MET Tc= 1.7 KN-MET Ts= 4.9 KN-MET LOAD 6
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 94. MM C/C FOR 298. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.51 SQ.CM.

___ 72J____________________ 1080X 250X 300_____________________ 79J____

| |
||=========================================================================||
| 2No16 H 244. 0.TO 1080 |
| 5*10c/c 94 5*10c/c 94 |
| |
| |
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________
| | | | | | | |
| oo | | oo | | oo | | oo |
| 2#16 | | 2#16 | | 2#16 | | 2#16 |
| | | | | | | |
| | | | | | | |
| | | | | | | |
| | | | | | | |
|___________| |___________| |___________| |___________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 100 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 101

=====================================================================

BEAM NO. 134 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 1080. MM FY - 414. FC - 28. MPA, SIZE - 250. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 0. 1080. YES YES

2 244. 3 - 16MM 0. 1080. YES YES

B E A M N O. 134 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 38.47 KNS Vc= 53.27 KNS Vs= 0.00 KNS
Tu= 2.51 KN-MET Tc= 1.7 KN-MET Ts= 3.4 KN-MET LOAD 7
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 94. MM C/C FOR 298. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.03 SQ.CM.

AT END SUPPORT - Vu= 32.92 KNS Vc= 53.27 KNS Vs= 0.00 KNS
Tu= 2.51 KN-MET Tc= 1.7 KN-MET Ts= 3.4 KN-MET LOAD 7
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 94. MM C/C FOR 298. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.03 SQ.CM.

___ 76J____________________ 1080X 250X 300_____________________ 80J____

| |
||=========================================================================||
| 3No16 H|244. |0.TO 1080 | | | | | | |
| 5*10c/c 94 | | | | | | 5*10c/c 94 | |
| 2No16 H| 56. |0.TO 1080 | | | | | | |
||=========================================================================||
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________
| | | | | | | |
| ooo | | ooo | | ooo | | ooo |
| 3#16 | | 3#16 | | 3#16 | | 3#16 |
| | | | | | | |
| 2#16 | | 2#16 | | 2#16 | | 2#16 |
| oo | | oo | | oo | | oo |
| | | | | | | |
|___________| |___________| |___________| |___________|

D:\EDRALIN\ROLANDO EDRALIN2\2STOREY WITH MEZZANINE.anl Page 101 of 121

 Sunday, August 14, 2016, 04:19 PM
STAAD SPACE -- PAGE NO. 102

=====================================================================

BEAM NO. 135 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 1080. MM FY - 414. FC - 28. MPA, SIZE - 250. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 945. 1080. NO YES

2 244. 2 - 16MM 0. 1080. YES YES

B E A M N O. 135 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 23.29 KNS Vc= 50.90 KNS Vs= 0.00 KNS
Tu= 8.39 KN-MET Tc= 1.7 KN-MET Ts= 11.2 KN-MET LOAD 7
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 94. MM C/C FOR 298. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 3.43 SQ.CM.

AT END SUPPORT - Vu= 17.74 KNS Vc= 50.90 KNS Vs= 0.00 KNS
Tu= 8.39 KN-MET Tc= 1.7 KN-MET Ts= 11.2 KN-MET LOAD 7
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 94. MM C/C FOR 298. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 3.43 SQ.CM.

___ 78J____________________ 1080X 250X 300_____________________ 81J____

| |
||=========================================================================||
| 2No16 H 244. 0.TO 1080 | | |
| 5*10c/c 94 5*10c/c 94 | |
| 2No16 H 56. 945.TO 1080 |
| =========||
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________
| | | | | | | |
| oo | | oo | | oo | | oo |
| 2#16 | | 2#16 | | 2#16 | | 2#16 |
| | | | | | | |
| | | | | | | 2#16 |
| | | | | | | oo |
| | | | | | | |
|___________| |___________| |___________| |___________|

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=====================================================================

BEAM NO. 136 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 3700. MM FY - 414. FC - 28. MPA, SIZE - 200. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 0. 3700. YES YES

2 244. 2 - 16MM 0. 1686. YES NO
3 244. 2 - 16MM 2477. 3700. NO YES

B E A M N O. 136 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 10.18 KNS Vc= 47.35 KNS Vs= 0.00 KNS
Tu= 1.65 KN-MET Tc= 1.2 KN-MET Ts= 2.2 KN-MET LOAD 6
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 82. MM C/C FOR 1608. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 0.84 SQ.CM.

AT END SUPPORT - Vu= 12.64 KNS Vc= 42.04 KNS Vs= 0.00 KNS
Tu= 1.65 KN-MET Tc= 1.2 KN-MET Ts= 2.2 KN-MET LOAD 6
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 82. MM C/C FOR 1608. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 0.84 SQ.CM.

___ 79J____________________ 3700X 200X 300_____________________ 80J____

| |
||================================= =========================||
| 2No16 H 244.| |0.TO 1686| | | | | |2No16|H|244.2477.TO|3700 |
| 21*10c/c 82 | | | | | | | | | | | | | | | | |21*10c/c 82| | |
| 2No16 H |56.| |0.TO 3700| | | | | | | | | | | | | | | | | | |
||=========================================================================||
| |
|___________________________________________________________________________|
_________ _________ _________ _________
| | | | | | | |
| oo | | oo | | | | oo |
| 2#16 | | 2#16 | | | | 2#16 |
| | | | | | | |
| 2#16 | | 2#16 | | 2#16 | | 2#16 |
| oo | | oo | | oo | | oo |
| | | | | | | |
|_________| |_________| |_________| |_________|

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=====================================================================

BEAM NO. 137 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 4280. MM FY - 414. FC - 28. MPA, SIZE - 200. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 56. 2 - 16MM 0. 4084. YES NO

2 244. 2 - 16MM 0. 809. YES NO
3 244. 2 - 16MM 2223. 4280. NO YES

B E A M N O. 137 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 12.21 KNS Vc= 42.33 KNS Vs= 0.00 KNS
Tu= 1.00 KN-MET Tc= 1.2 KN-MET Ts= 0.0 KN-MET LOAD 3
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 10.24 KNS Vc= 48.30 KNS Vs= 0.00 KNS
Tu= 1.00 KN-MET Tc= 1.2 KN-MET Ts= 0.0 KN-MET LOAD 3
STIRRUPS ARE NOT REQUIRED.

___ 80J____________________ 4279X 200X 300_____________________ 81J____

| |
||============= ====================================||
| 2No16 H 244. 0.TO 809 2No16 H 244.2223.TO 4280 |
| |
| 2No16 H 56. 0.TO 4084 |
||======================================================================= |
| |
|___________________________________________________________________________|
_________ _________ _________ _________
| | | | | | | |
| oo | | | | oo | | oo |
| 2#16 | | | | 2#16 | | 2#16 |
| | | | | | | |
| 2#16 | | 2#16 | | 2#16 | | |
| oo | | oo | | oo | | |
| | | | | | | |
|_________| |_________| |_________| |_________|

********************END OF BEAM DESIGN**************************

180. DESIGN COLUMN 1 TO 14 58 TO 71 110 TO 119

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====================================================================

COLUMN NO. 1 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 414.0 FC - 28.0 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED

AREA OF STEEL REQUIRED = 2223.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 2.793 6 STA 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 10 SPACING 300.00 MM

====================================================================

COLUMN NO. 2 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 414.0 FC - 28.0 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED

AREA OF STEEL REQUIRED = 2160.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 2.793 6 STA 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 10 SPACING 300.00 MM

====================================================================

COLUMN NO. 3 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 414.0 FC - 28.0 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED

AREA OF STEEL REQUIRED = 1467.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 2.793 6 STA 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)

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TIE BAR NUMBER 10 SPACING 300.00 MM

====================================================================

COLUMN NO. 4 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 414.0 FC - 28.0 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED

AREA OF STEEL REQUIRED = 2223.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 2.793 7 STA 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 10 SPACING 300.00 MM

====================================================================

COLUMN NO. 5 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 414.0 FC - 28.0 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED

AREA OF STEEL REQUIRED = 2349.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 2.793 6 STA 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 10 SPACING 300.00 MM

====================================================================

COLUMN NO. 6 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 414.0 FC - 28.0 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED

AREA OF STEEL REQUIRED = 2538.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

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STAAD SPACE -- PAGE NO. 107

12 - 20 MM 4.189 6 STA 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 10 SPACING 300.00 MM

====================================================================

COLUMN NO. 7 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 414.0 FC - 28.0 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED

AREA OF STEEL REQUIRED = 1467.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 2.793 7 STA 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 10 SPACING 300.00 MM

====================================================================

COLUMN NO. 8 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 414.0 FC - 28.0 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED

AREA OF STEEL REQUIRED = 2349.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 2.793 7 STA 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 10 SPACING 300.00 MM

====================================================================

COLUMN NO. 9 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 414.0 FC - 28.0 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED

AREA OF STEEL REQUIRED = 1908.0 SQ. MM

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BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 2.793 7 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 10 SPACING 300.00 MM

====================================================================

COLUMN NO. 10 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 414.0 FC - 28.0 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED

AREA OF STEEL REQUIRED = 1971.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 2.793 7 STA 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 10 SPACING 300.00 MM

====================================================================

COLUMN NO. 11 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 414.0 FC - 28.0 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED

AREA OF STEEL REQUIRED = 2412.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 2.793 7 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 10 SPACING 300.00 MM

====================================================================

COLUMN NO. 12 DESIGN PER ACI 318-08 - AXIAL + BENDING

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STAAD SPACE -- PAGE NO. 109

FY - 414.0 FC - 28.0 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED

AREA OF STEEL REQUIRED = 2475.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 2.793 7 STA 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 10 SPACING 300.00 MM

====================================================================

COLUMN NO. 13 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 414.0 FC - 28.0 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED

AREA OF STEEL REQUIRED = 1908.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 2.793 7 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 10 SPACING 300.00 MM

====================================================================

COLUMN NO. 14 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 414.0 FC - 28.0 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED

AREA OF STEEL REQUIRED = 2097.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 2.793 6 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 10 SPACING 300.00 MM

====================================================================

COLUMN NO. 58 DESIGN PER ACI 318-08 - AXIAL + BENDING

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STAAD SPACE -- PAGE NO. 110

FY - 414.0 FC - 28.0 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 900.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

4 - 20 MM 1.396 3 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 10 SPACING 300.00 MM

====================================================================

COLUMN NO. 59 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 414.0 FC - 28.0 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED

AREA OF STEEL REQUIRED = 1908.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 2.793 6 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 10 SPACING 300.00 MM

====================================================================

COLUMN NO. 60 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 414.0 FC - 28.0 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 900.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

4 - 20 MM 1.396 3 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 10 SPACING 300.00 MM

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STAAD SPACE -- PAGE NO. 111

====================================================================

COLUMN NO. 61 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 414.0 FC - 28.0 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED

AREA OF STEEL REQUIRED = 1467.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 2.793 6 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 10 SPACING 300.00 MM

====================================================================

COLUMN NO. 62 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 414.0 FC - 28.0 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED

AREA OF STEEL REQUIRED = 1089.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

4 - 20 MM 1.396 6 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 10 SPACING 300.00 MM

====================================================================

COLUMN NO. 63 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 414.0 FC - 28.0 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED

AREA OF STEEL REQUIRED = 2349.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 2.793 6 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)

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STAAD SPACE -- PAGE NO. 112

TIE BAR NUMBER 10 SPACING 300.00 MM

====================================================================

COLUMN NO. 64 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 414.0 FC - 28.0 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED

AREA OF STEEL REQUIRED = 1782.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 2.793 7 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 10 SPACING 300.00 MM

====================================================================

COLUMN NO. 65 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 414.0 FC - 28.0 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED

AREA OF STEEL REQUIRED = 2160.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 2.793 7 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 10 SPACING 300.00 MM

====================================================================

COLUMN NO. 66 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 414.0 FC - 28.0 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED

AREA OF STEEL REQUIRED = 2538.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

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STAAD SPACE -- PAGE NO. 113

12 - 20 MM 4.189 7 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 10 SPACING 300.00 MM

====================================================================

COLUMN NO. 67 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 414.0 FC - 28.0 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED

AREA OF STEEL REQUIRED = 2097.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 2.793 7 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 10 SPACING 300.00 MM

====================================================================

COLUMN NO. 68 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 414.0 FC - 28.0 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED

AREA OF STEEL REQUIRED = 2034.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 2.793 7 STA 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 10 SPACING 300.00 MM

====================================================================

COLUMN NO. 69 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 414.0 FC - 28.0 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED

AREA OF STEEL REQUIRED = 2286.0 SQ. MM

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STAAD SPACE -- PAGE NO. 114

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 2.793 7 STA 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 10 SPACING 300.00 MM

====================================================================

COLUMN NO. 70 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 414.0 FC - 28.0 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED

AREA OF STEEL REQUIRED = 1278.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 2.793 5 STA 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 10 SPACING 300.00 MM

====================================================================

COLUMN NO. 71 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 414.0 FC - 28.0 MPA, SQRE SIZE - 300.0 X 300.0 MMS, TIED

AREA OF STEEL REQUIRED = 2349.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 2.793 6 STA 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 10 SPACING 300.00 MM

====================================================================

COLUMN NO. 110 DESIGN PER ACI 318-08 - AXIAL + BENDING

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STAAD SPACE -- PAGE NO. 115

FY - 414.0 FC - 28.0 MPA, SQRE SIZE - 250.0 X 250.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 625.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

4 - 20 MM 2.011 3 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 10 SPACING 250.00 MM

====================================================================

COLUMN NO. 111 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 414.0 FC - 28.0 MPA, SQRE SIZE - 250.0 X 250.0 MMS, TIED

AREA OF STEEL REQUIRED = 887.5 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

4 - 20 MM 2.011 6 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 10 SPACING 250.00 MM

====================================================================

COLUMN NO. 112 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 414.0 FC - 28.0 MPA, SQRE SIZE - 250.0 X 250.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 625.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

4 - 20 MM 2.011 3 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 10 SPACING 250.00 MM

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STAAD SPACE -- PAGE NO. 116

====================================================================

COLUMN NO. 113 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 414.0 FC - 28.0 MPA, SQRE SIZE - 250.0 X 250.0 MMS, TIED

AREA OF STEEL REQUIRED = 712.5 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

4 - 20 MM 2.011 6 STA 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 10 SPACING 250.00 MM

====================================================================

COLUMN NO. 114 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 414.0 FC - 28.0 MPA, SQRE SIZE - 250.0 X 250.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 625.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

4 - 20 MM 2.011 3 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 10 SPACING 250.00 MM

====================================================================

COLUMN NO. 115 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 414.0 FC - 28.0 MPA, SQRE SIZE - 250.0 X 250.0 MMS, TIED

AREA OF STEEL REQUIRED = 1018.8 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

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STAAD SPACE -- PAGE NO. 117

4 - 20 MM 2.011 6 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 10 SPACING 250.00 MM

====================================================================

COLUMN NO. 116 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 414.0 FC - 28.0 MPA, SQRE SIZE - 250.0 X 250.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 625.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

4 - 20 MM 2.011 3 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 10 SPACING 250.00 MM

====================================================================

COLUMN NO. 117 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 414.0 FC - 28.0 MPA, SQRE SIZE - 250.0 X 250.0 MMS, TIED

AREA OF STEEL REQUIRED = 800.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

4 - 20 MM 2.011 7 STA 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 10 SPACING 250.00 MM

====================================================================

COLUMN NO. 118 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 414.0 FC - 28.0 MPA, SQRE SIZE - 250.0 X 250.0 MMS, TIED

AREA OF STEEL REQUIRED = 1150.0 SQ. MM

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BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

4 - 20 MM 2.011 7 STA 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 10 SPACING 250.00 MM

====================================================================

COLUMN NO. 119 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 414.0 FC - 28.0 MPA, SQRE SIZE - 250.0 X 250.0 MMS, TIED

AREA OF STEEL REQUIRED = 1106.2 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

4 - 20 MM 2.011 7 STA 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 10 SPACING 250.00 MM

********************END OF COLUMN DESIGN RESULTS********************

181. END CONCRETE DESIGN

182. PRINT SUPPORT REACTION LIST 1 TO 14

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SUPPORT REACTIONS -UNIT KN METE STRUCTURE TYPE = SPACE

-----------------

JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z

1 3 0.90 120.06 -0.52 -1.42 0.00 -0.13

4 0.18 8.58 0.02 -0.05 0.00 -0.17
5 1.37 157.80 -0.59 -1.78 0.00 -0.42
6 -34.91 73.32 -2.88 -6.26 -0.54 67.87
7 -1.91 58.45 -24.05 -44.49 1.17 5.70
2 3 -1.98 197.73 0.35 -0.55 0.01 3.02
4 -0.13 17.63 0.22 0.16 0.00 0.18
5 -2.59 265.47 0.78 -0.41 0.01 3.91
6 -46.43 255.95 0.47 -1.47 -0.43 80.37
7 -6.44 168.12 -29.06 -55.02 1.47 10.89
3 3 2.51 279.72 1.35 0.59 -0.03 -1.86
4 0.50 28.91 0.35 0.29 0.00 -0.51
5 3.80 381.93 2.19 1.17 -0.03 -3.05
6 -39.16 390.67 2.73 1.88 -0.34 72.45
7 -0.92 290.22 -33.84 -65.04 1.65 5.13
4 3 -4.60 278.18 2.88 2.56 -0.06 5.89
4 -0.76 23.01 0.42 0.39 -0.01 0.87
5 -6.74 370.62 4.12 3.69 -0.09 8.45
6 -39.72 399.56 5.24 5.78 -0.34 73.04
7 -10.17 274.83 -38.69 -74.79 0.64 15.43
5 3 0.94 129.66 -1.74 -2.74 0.00 -0.16
4 0.19 9.60 -0.22 -0.32 0.00 -0.17
5 1.43 170.96 -2.44 -3.80 0.00 -0.46
6 -36.50 98.78 -5.93 -9.58 -0.55 70.90
7 0.32 251.95 -25.85 -46.45 1.15 1.33
6 3 -2.12 203.62 -2.66 -3.83 0.01 3.18
4 -0.21 16.52 -0.45 -0.58 0.00 0.26
5 -2.88 270.79 -3.92 -5.53 0.02 4.24
6 -48.89 263.21 -5.94 -8.46 -0.42 84.52
7 -3.74 346.58 -33.86 -60.25 1.53 5.32
7 3 5.17 443.08 -0.82 -1.78 -0.03 -4.75
4 1.29 55.74 -0.25 -0.37 0.00 -1.36
5 8.27 620.88 -1.38 -2.73 -0.04 -7.88
6 -37.08 619.47 -1.49 -2.72 -0.40 71.79
7 7.75 621.56 -42.37 -74.35 1.35 -7.57
8 3 -6.02 512.26 -0.30 -0.90 -0.07 7.47
4 -1.56 59.29 -0.05 -0.12 -0.01 1.75
5 -9.72 709.58 -0.44 -1.28 -0.09 11.77
6 -44.44 719.89 0.84 0.98 -0.36 79.87
7 -8.37 701.26 -49.32 -86.39 0.61 10.06
9 3 7.35 291.81 -1.49 -2.52 -0.12 -6.93
4 2.12 32.41 0.10 0.00 -0.02 -2.22
5 12.22 402.03 -1.64 -3.03 -0.18 -11.87
6 -26.60 325.75 -1.07 -2.33 0.07 61.46
7 13.80 402.77 -41.26 -73.07 0.55 -15.56
10 3 -4.33 428.56 -1.20 -1.89 -0.12 5.83

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SUPPORT REACTIONS -UNIT KN METE STRUCTURE TYPE = SPACE

-----------------

JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z

4 -1.79 47.72 0.04 -0.02 -0.02 2.04

5 -8.07 590.62 -1.37 -2.30 -0.16 10.27
6 -43.92 615.68 -0.13 -0.07 -0.03 80.37
7 -5.08 578.28 -48.84 -85.88 0.21 5.05
11 3 8.32 190.20 -0.70 -1.66 -0.16 -7.27
4 2.51 22.22 -0.27 -0.40 -0.02 -2.53
5 14.00 263.80 -1.26 -2.63 -0.22 -12.78
6 -20.99 218.53 -0.51 -1.61 0.27 52.73
7 14.16 241.47 -41.93 -73.79 0.38 -14.67
12 3 -6.53 282.69 -0.67 -1.28 -0.12 8.88
4 -2.30 31.83 -0.22 -0.31 -0.01 2.69
5 -11.51 390.16 -1.15 -2.03 -0.17 14.97
6 -43.47 404.05 0.15 0.27 0.06 77.19
7 -8.12 353.51 -49.73 -86.82 0.18 9.57
13 3 11.96 237.77 2.08 1.38 -0.09 -10.79
4 2.68 21.02 0.21 0.11 -0.01 -2.68
5 18.64 318.95 2.83 1.84 -0.11 -17.23
6 -16.79 271.08 2.77 1.99 -0.36 48.27
7 21.72 349.77 -32.13 -63.07 0.88 -23.52
14 3 -11.56 364.83 3.44 3.22 -0.08 14.81
4 -2.71 30.58 0.09 0.03 -0.01 3.18
5 -18.21 486.72 4.27 3.91 -0.11 22.86
6 -50.53 501.34 5.77 6.41 -0.29 85.00
7 -12.99 518.53 -38.51 -74.54 0.50 14.23

************** END OF LATEST ANALYSIS RESULT **************

183. FINISH

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