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PAGE NO. 1

****************************************************
* *
* STAAD.Pro V8i SELECTseries6 *
* Version 20.07.11.33 *
* Proprietary Program of *
* Bentley Systems, Inc. *
* Date= FEB 21, 2021 *
* Time= 18:38:19 *
* *
* USER ID: *
****************************************************

1. STAAD SPACE
INPUT FILE: C:\Users\Marcelo\Documents\sideline\RAKET- CELO\2STOREY HOUSE.STD
2. START JOB INFORMATION
3. ENGINEER DATE 19-FEB-21
4. JOB NAME 2 STOREY HOUSE
5. END JOB INFORMATION
6. INPUT WIDTH 79
7. UNIT METER KN
8. JOINT COORDINATES
9. 1 0 0 0; 2 2.85 0 0; 3 5.7 0 0; 4 8.55 0 0; 5 0 3 0; 6 2.85 3 0; 7 5.7 3 0
10. 8 8.55 3 0; 10 2.85 6 0; 11 5.7 6 0; 12 8.55 6 0; 13 0 0 3.975
11. 14 2.85 0 3.975; 15 5.7 0 3.975; 16 8.55 0 3.975; 17 0 3 3.975
12. 18 2.85 3 3.975; 19 5.7 3 3.975; 20 8.55 3 3.975; 21 0 6 3.975
13. 22 2.85 6 3.975; 23 5.7 6 3.975; 24 8.55 6 3.975; 25 0 0 7.95; 26 2.85 0 7.95
14. 27 5.7 0 7.95; 28 8.55 0 7.95; 29 0 3 7.95; 30 2.85 3 7.95; 31 5.7 3 7.95
15. 32 8.55 3 7.95; 33 0 6 7.95; 34 2.85 6 7.95; 35 5.7 6 7.95; 36 8.55 6 7.95
16. 37 7.35 3 0; 38 7.35 3 3.975
17. MEMBER INCIDENCES
18. 1 5 6; 2 6 7; 3 7 37; 7 1 5; 8 2 6; 9 3 7; 10 4 8; 12 6 10; 13 7 11; 15 17 18
19. 16 18 19; 17 19 38; 21 13 17; 22 14 18; 23 15 19; 24 16 20; 26 18 22; 27 19 23
20. 29 29 30; 30 30 31; 31 31 32; 35 25 29; 36 26 30; 37 27 31; 38 28 32; 40 30 34
21. 41 31 35; 43 5 17; 44 6 18; 45 7 19; 46 8 20; 48 10 22; 49 11 23; 50 12 24
22. 51 17 29; 52 18 30; 53 19 31; 54 20 32; 55 21 33; 56 22 34; 57 23 35; 58 24 36
23. 59 37 8; 60 38 20; 62 38 37; 143 17 21; 144 32 36; 145 29 33; 146 34 33
24. 147 23 24; 148 35 36; 149 34 35; 150 22 23; 151 21 22; 152 10 11; 153 11 12
25. 154 8 12; 155 24 20
26. ELEMENT INCIDENCES SHELL
27. 63 37 8 20 38; 64 20 32 31 19; 65 5 7 31 29
28. ELEMENT PROPERTY
29. 63 TO 65 THICKNESS 0.125
30. DEFINE MATERIAL START
31. ISOTROPIC CONCRETE
32. E 2.17185E+007
33. POISSON 0.17
34. DENSITY 23.5616
35. ALPHA 1E-005
36. DAMP 0.05
37. TYPE CONCRETE
38. STRENGTH FCU 27579

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STAAD SPACE -- PAGE NO. 2

39. ISOTROPIC STEEL

40. E 2.05E+008
41. POISSON 0.3
42. DENSITY 76.8195
43. ALPHA 1.2E-005
44. DAMP 0.03
45. TYPE STEEL
46. STRENGTH FY 253200 FU 407800 RY 1.5 RT 1.2
47. END DEFINE MATERIAL
48. MEMBER PROPERTY AMERICAN
49. 7 TO 10 12 13 21 TO 24 26 27 35 TO 38 40 41 143 TO 145 154 -
50. 155 PRIS YD 0.25 ZD 0.3
51. 1 TO 3 15 TO 17 29 TO 31 43 TO 46 51 TO 54 59 60 62 PRIS YD 0.3 ZD 0.25
52. 48 TO 50 55 TO 58 146 TO 153 PRIS YD 0.3 ZD 0.2
53. CONSTANTS
54. MATERIAL CONCRETE ALL
55. SUPPORTS
56. 1 TO 4 13 TO 16 25 TO 28 FIXED
57. DEFINE UBC LOAD
58. ZONE 0.4 I 1 RWX 8.5 RWZ 8.5 STYP 4 CT 0.0731 NA 1.2 NV 1.6
59. SELFWEIGHT 1
60. FLOOR WEIGHT
**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 5.32.4.2 Note d and/or "5.32.4.3 Note f.

61. YRANGE 0 6 FLOAD 5.06

62. MEMBER WEIGHT
63. 53 CON 3.11 3
64. LOAD 1 LOADTYPE SEISMIC TITLE EQ
65. UBC LOAD X 1
66. LOAD 3 LOADTYPE DEAD TITLE DL
67. SELFWEIGHT Y -1
68. MEMBER LOAD
69. 1 TO 3 29 TO 31 43 46 51 54 59 UNI GY -3.11
70. 15 16 44 45 52 53 UNI GY -2.98
71. FLOOR LOAD
72. YRANGE 0 3 FLOAD -5.06 GY
73. MEMBER LOAD
74. 147 150 151 UNI GY -2.82
75. 146 148 149 152 153 UNI GY -1.1411
76. LOAD 4 LOADTYPE LIVE REDUCIBLE TITLE LL
77. MEMBER LOAD
78. 15 TO 17 60 UNI GY -7.714
79. 1 TO 3 29 TO 31 59 UNI GY -3.781
80. 146 TO 153 UNI GY -2.82
81. 146 148 149 152 153 UNI GY -1.194
82. LOAD COMB 5 GENERATED NSCP-2015 CONCRETE 1

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83. 3 1.4
84. LOAD COMB 6 GENERATED NSCP-2015 CONCRETE 2
85. 3 1.2 4 1.6
86. LOAD COMB 7 GENERATED NSCP-2015 CONCRETE 3
87. 3 1.42 4 0.5 1 1.25
88. LOAD COMB 8 GENERATED NSCP-2015 CONCRETE 4
89. 3 1.42 4 0.5 1 -1.25
90. LOAD COMB 9 GENERATED NSCP-2015 CONCRETE 5
91. 3 1.42 4 0.5
92. PERFORM ANALYSIS

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

NUMBER OF JOINTS 37 NUMBER OF MEMBERS 58

NUMBER OF PLATES 3 NUMBER OF SOLIDS 0
NUMBER OF SURFACES 0 NUMBER OF SUPPORTS 12

SOLVER USED IS THE OUT-OF-CORE BASIC SOLVER

ORIGINAL/FINAL BAND-WIDTH= 29/ 13/ 60 DOF

TOTAL PRIMARY LOAD CASES = 3, TOTAL DEGREES OF FREEDOM = 150
TOTAL LOAD COMBINATION CASES = 5 SO FAR.
SIZE OF STIFFNESS MATRIX = 9 DOUBLE KILO-WORDS
REQRD/AVAIL. DISK SPACE = 12.2/ 337649.2 MB

**WARNING: IF THIS UBC/IBC ANALYSIS HAS TENSION/COMPRESSION

OR REPEAT LOAD OR RE-ANALYSIS OR SELECT OPTIMIZE, THEN EACH
UBC/IBC CASE SHOULD BE FOLLOWED BY PERFORM ANALYSIS CHANGE.

***********************************************************
* *
* X DIRECTION : Ta = 0.280 Tb = 0.398 Tuser = 0.000 *
* T = 0.280, LOAD FACTOR = 1.000 *
* UBC TYPE = 97 *
* UBC FACTOR V = 0.1553 x 1116.59 = 173.40 KN *
* *
***********************************************************

93. START CONCRETE DESIGN

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94. CODE ACI

95. FC 21000 ALL
96. FYMAIN 415000 ALL
97. FYSEC 275000 ALL
98. MAXMAIN 20 MEMB 7 TO 10 12 13 21 TO 24 26 27 35 TO 38 40 41 143 TO 145 154 155
99. MINMAIN 16 MEMB 7 TO 10 12 13 21 TO 24 26 27 35 TO 38 40 41 143 TO 145 154 155
100. MINSEC 12 MEMB 7 TO 10 12 13 21 TO 24 26 27 35 TO 38 40 41 143 TO 145 154 155
101. REINF 0 MEMB 7 TO 10 12 13 21 TO 24 26 27 35 TO 38 40 41 143 TO 145 154 155
102. DESIGN COLUMN 7 TO 10 12 13 21 TO 24 26 27 35 TO 38 40 41 143 TO 145 154 155

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ACI 318-11 COLUMN NO. 7 DESIGN RESULTS

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

FY - 415.0 FC - 21.0 MPA, RECT SIZE - 300.0 X 250.0 MMS, TIED

AREA OF STEEL REQUIRED = 1203.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

4 - 20 MM 1.676 8 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 250.00 MM

ACI 318-11 COLUMN NO. 8 DESIGN RESULTS

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

FY - 415.0 FC - 21.0 MPA, RECT SIZE - 300.0 X 250.0 MMS, TIED

AREA OF STEEL REQUIRED = 910.5 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

4 - 20 MM 1.676 7 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 250.00 MM

ACI 318-11 COLUMN NO. 9 DESIGN RESULTS

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

FY - 415.0 FC - 21.0 MPA, RECT SIZE - 300.0 X 250.0 MMS, TIED

AREA OF STEEL REQUIRED = 793.5 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

4 - 16 MM 1.072 7 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)

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TIE BAR NUMBER 12 SPACING 250.00 MM

ACI 318-11 COLUMN NO. 10 DESIGN RESULTS

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

FY - 415.0 FC - 21.0 MPA, RECT SIZE - 300.0 X 250.0 MMS, TIED

AREA OF STEEL REQUIRED = 969.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

4 - 20 MM 1.676 7 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 250.00 MM

ACI 318-11 COLUMN NO. 12 DESIGN RESULTS

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

FY - 415.0 FC - 21.0 MPA, RECT SIZE - 300.0 X 250.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 750.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

4 - 16 MM 1.072 1 END 0.900

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 250.00 MM

ACI 318-11 COLUMN NO. 13 DESIGN RESULTS

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

FY - 415.0 FC - 21.0 MPA, RECT SIZE - 300.0 X 250.0 MMS, TIED

AREA OF STEEL REQUIRED = 852.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

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4 - 20 MM 1.676 8 STA 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 250.00 MM

ACI 318-11 COLUMN NO. 21 DESIGN RESULTS

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

FY - 415.0 FC - 21.0 MPA, RECT SIZE - 300.0 X 250.0 MMS, TIED

AREA OF STEEL REQUIRED = 793.5 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

4 - 16 MM 1.072 7 STA 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 250.00 MM

ACI 318-11 COLUMN NO. 22 DESIGN RESULTS

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

FY - 415.0 FC - 21.0 MPA, RECT SIZE - 300.0 X 250.0 MMS, TIED

AREA OF STEEL REQUIRED = 969.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

4 - 20 MM 1.676 1 STA 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 250.00 MM

ACI 318-11 COLUMN NO. 23 DESIGN RESULTS

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

FY - 415.0 FC - 21.0 MPA, RECT SIZE - 300.0 X 250.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 750.0 SQ. MM

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BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

4 - 16 MM 1.072 1 END 0.900

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 250.00 MM

ACI 318-11 COLUMN NO. 24 DESIGN RESULTS

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

FY - 415.0 FC - 21.0 MPA, RECT SIZE - 300.0 X 250.0 MMS, TIED

AREA OF STEEL REQUIRED = 910.5 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

4 - 20 MM 1.676 1 STA 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 250.00 MM

ACI 318-11 COLUMN NO. 26 DESIGN RESULTS

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

FY - 415.0 FC - 21.0 MPA, RECT SIZE - 300.0 X 250.0 MMS, TIED

AREA OF STEEL REQUIRED = 793.5 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

4 - 16 MM 1.072 8 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 250.00 MM

ACI 318-11 COLUMN NO. 27 DESIGN RESULTS

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

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FY - 415.0 FC - 21.0 MPA, RECT SIZE - 300.0 X 250.0 MMS, TIED

AREA OF STEEL REQUIRED = 852.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

4 - 20 MM 1.676 8 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 250.00 MM

ACI 318-11 COLUMN NO. 35 DESIGN RESULTS

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

FY - 415.0 FC - 21.0 MPA, RECT SIZE - 300.0 X 250.0 MMS, TIED

AREA OF STEEL REQUIRED = 969.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

4 - 20 MM 1.676 7 STA 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 250.00 MM

ACI 318-11 COLUMN NO. 36 DESIGN RESULTS

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

FY - 415.0 FC - 21.0 MPA, RECT SIZE - 300.0 X 250.0 MMS, TIED

AREA OF STEEL REQUIRED = 1027.5 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

4 - 20 MM 1.676 7 STA 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 250.00 MM

ACI 318-11 COLUMN NO. 37 DESIGN RESULTS

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

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FY - 415.0 FC - 21.0 MPA, RECT SIZE - 300.0 X 250.0 MMS, TIED

AREA OF STEEL REQUIRED = 1027.5 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

4 - 20 MM 1.676 7 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 250.00 MM

ACI 318-11 COLUMN NO. 38 DESIGN RESULTS

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

FY - 415.0 FC - 21.0 MPA, RECT SIZE - 300.0 X 250.0 MMS, TIED

AREA OF STEEL REQUIRED = 1027.5 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

4 - 20 MM 1.676 8 STA 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 250.00 MM

ACI 318-11 COLUMN NO. 40 DESIGN RESULTS

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

FY - 415.0 FC - 21.0 MPA, RECT SIZE - 300.0 X 250.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 750.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

4 - 16 MM 1.072 1 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 250.00 MM

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ACI 318-11 COLUMN NO. 41 DESIGN RESULTS

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

FY - 415.0 FC - 21.0 MPA, RECT SIZE - 300.0 X 250.0 MMS, TIED

AREA OF STEEL REQUIRED = 852.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

4 - 20 MM 1.676 7 STA 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 250.00 MM

ACI 318-11 COLUMN NO. 143 DESIGN RESULTS

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

FY - 415.0 FC - 21.0 MPA, RECT SIZE - 300.0 X 250.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 750.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

4 - 16 MM 1.072 1 END 0.900

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 250.00 MM

ACI 318-11 COLUMN NO. 144 DESIGN RESULTS

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

FY - 415.0 FC - 21.0 MPA, RECT SIZE - 300.0 X 250.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 750.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

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4 - 16 MM 1.072 1 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 250.00 MM

ACI 318-11 COLUMN NO. 145 DESIGN RESULTS

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

FY - 415.0 FC - 21.0 MPA, RECT SIZE - 300.0 X 250.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 750.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

4 - 16 MM 1.072 1 END 0.900

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 250.00 MM

ACI 318-11 COLUMN NO. 154 DESIGN RESULTS

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

FY - 415.0 FC - 21.0 MPA, RECT SIZE - 300.0 X 250.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 750.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

4 - 16 MM 1.072 1 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 250.00 MM

ACI 318-11 COLUMN NO. 155 DESIGN RESULTS

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

FY - 415.0 FC - 21.0 MPA, RECT SIZE - 300.0 X 250.0 MMS, TIED

AREA OF STEEL REQUIRED = 793.5 SQ. MM

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BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

4 - 16 MM 1.072 7 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 250.00 MM

********************END OF COLUMN DESIGN RESULTS********************

103. CONCRETE TAKE

104. CLB 0.04 MEMB 1 TO 3 15 TO 17 29 TO 31 43 TO 46 48 TO 60 62 TO 65 146 TO 153
105. CLS 0.04 MEMB 7 TO 10 12 13 21 TO 24 26 27 35 TO 38 40 41 143 TO 145 154 155
106. CLT 0.04 MEMB 1 TO 3 15 TO 17 29 TO 31 43 TO 46 48 TO 60 62 TO 65 146 TO 153
107. DESIGN BEAM 1 TO 3 15 TO 17 29 TO 31 43 TO 46 48 TO 60 62 146 TO 153

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ACI 318-11 BEAM NO. 1 DESIGN RESULTS

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

LEN - 2850. MM FY - 415. FC - 21. MPA, SIZE - 250. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

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

1 59. 2 - 12MM 0. 2850. YES YES

2 241. 3 - 12MM 0. 1105. YES NO
3 239. 2 - 16MM 783. 2850. NO YES

B E A M N O. 1 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 28.08 KNS Vc= 45.26 KNS Vs= 0.00 KNS
Tu= 0.17 KN-MET Tc= 1.5 KN-MET Ts= 0.0 KN-MET LOAD 8
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 12 MM 2-LEGGED STIRRUPS AT 121. MM C/C FOR 1190. MM

AT END SUPPORT - Vu= 22.08 KNS Vc= 46.36 KNS Vs= 0.00 KNS
Tu= 0.20 KN-MET Tc= 1.5 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 12 MM 2-LEGGED STIRRUPS AT 121. MM C/C FOR 1190. MM

___ 5J____________________ 2850X 250X 300_____________________ 6J____

| |
||=========================================================================||
| 3No12 H 241.| 0.TO21105|H 239. 783.TO 2850 | | | | | | | | |
| 11*12c/c121 | | | | | | | | | | | | 11*12c/c121 | |
| 2No12 H |59.| 0.TO 2850| | | | | | | | | | | | | |
||=========================================================================||
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________ ___________
| | | | | | | | | |
| ooo | | ooo | | oo | | oo | | oo |
| 3#12 | | 3#12 | | 2#16 | | 2#16 | | 2#16 |
| | | | | | | | | |
| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |
| oo | | oo | | oo | | oo | | oo |
| | | | | | | | | |
|___________| |___________| |___________| |___________| |___________|

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ACI 318-11 BEAM NO. 2 DESIGN RESULTS

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

LEN - 2850. MM FY - 415. FC - 21. MPA, SIZE - 250. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

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

1 59. 2 - 12MM 0. 2850. YES YES

2 239. 2 - 16MM 0. 1474. YES NO
3 241. 3 - 12MM 1151. 2850. NO YES

B E A M N O. 2 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 20.87 KNS Vc= 45.76 KNS Vs= 0.00 KNS
Tu= 0.19 KN-MET Tc= 1.4 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 12 MM 2-LEGGED STIRRUPS AT 121. MM C/C FOR 1190. MM

AT END SUPPORT - Vu= 19.60 KNS Vc= 45.76 KNS Vs= 0.00 KNS
Tu= 0.19 KN-MET Tc= 1.4 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 12 MM 2-LEGGED STIRRUPS AT 121. MM C/C FOR 1190. MM

___ 6J____________________ 2850X 250X 300_____________________ 7J____

| |
||=========================================================================||
| 2No16 H 239.| 0.TO 1474| |3No12 H|241.1151.TO|2850 | | | | | |
| 11*12c/c121 | | | | | | | | | | | | 11*12c/c121 | |
| 2No12 H |59.| 0.TO 2850| | | | | | | | | | | | | |
||=========================================================================||
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________ ___________
| | | | | | | | | |
| oo | | oo | | ooo | | ooo | | ooo |
| 2#16 | | 2#16 | | 3#12 | | 3#12 | | 3#12 |
| | | | | | | | | |
| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |
| oo | | oo | | oo | | oo | | oo |
| | | | | | | | | |
|___________| |___________| |___________| |___________| |___________|

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 Sunday, February 21, 2021, 06:38 PM
STAAD SPACE -- PAGE NO. 16

ACI 318-11 BEAM NO. 3 DESIGN RESULTS

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

LEN - 1650. MM FY - 415. FC - 21. MPA, SIZE - 250. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

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

1 59. 3 - 12MM 0. 1650. YES YES

2 241. 4 - 12MM 0. 1218. YES NO
3 241. 2 - 12MM 776. 1650. NO YES

B E A M N O. 3 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 23.78 KNS Vc= 47.38 KNS Vs= 0.00 KNS
Tu= 0.02 KN-MET Tc= 1.5 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 12 MM 2-LEGGED STIRRUPS AT 121. MM C/C FOR 590. MM

AT END SUPPORT - Vu= 29.04 KNS Vc= 45.71 KNS Vs= 0.00 KNS
Tu= 0.94 KN-MET Tc= 1.5 KN-MET Ts= 0.0 KN-MET LOAD 8
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 12 MM 2-LEGGED STIRRUPS AT 121. MM C/C FOR 590. MM

___ 7J____________________ 1650X 250X 300_____________________ 37J____

| |
||=========================================================================||
| 4No12 H 241.| 0.TO 1218| | 2No12 H 241. 776.TO 1650 | | | |
| 6*12c/c121 | | | | | | | 6*12c/c121 | |
| 3No12 H 59.| 0.TO 1650| | | | | | | | |
||=========================================================================||
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________ ___________
| | | | | | | | | |
| oooo | | oooo | | oooo | | oo | | oo |
| 4#12 | | 4#12 | | 2#12 | | 2#12 | | 2#12 |
| | | | | | | | | |
| 3#12 | | 3#12 | | 3#12 | | 3#12 | | 3#12 |
| ooo | | ooo | | ooo | | ooo | | ooo |
| | | | | | | | | |
|___________| |___________| |___________| |___________| |___________|

C:\Users\Marcelo\Documents\sideline\RAKET- CELO\2STOREY HOUSE.anl Page 16 of 52

 Sunday, February 21, 2021, 06:38 PM
STAAD SPACE -- PAGE NO. 17

ACI 318-11 BEAM NO. 15 DESIGN RESULTS

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

LEN - 2850. MM FY - 415. FC - 21. MPA, SIZE - 250. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

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

1 59. 3 - 12MM 0. 2850. YES YES

2 239. 3 - 16MM 0. 1474. YES NO
3 239. 3 - 16MM 1020. 2850. 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= 20.36 KNS Vc= 45.94 KNS Vs= 0.00 KNS
Tu= 0.14 KN-MET Tc= 1.5 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 12 MM 2-LEGGED STIRRUPS AT 121. MM C/C FOR 1190. MM

AT END SUPPORT - Vu= 23.79 KNS Vc= 45.94 KNS Vs= 0.00 KNS
Tu= 0.14 KN-MET Tc= 1.5 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 12 MM 2-LEGGED STIRRUPS AT 121. MM C/C FOR 1190. MM

___ 17J____________________ 2850X 250X 300_____________________ 18J____

| |
||=========================================================================||
| 3No16 H 239.| 0.TO 1474| 3No16 H 239.1020.TO 2850 | | | | | | |
| 11*12c/c121 | | | | | | | | | | | | 11*12c/c121 | |
| 3No12 H |59.| 0.TO 2850| | | | | | | | | | | | | |
||=========================================================================||
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________ ___________
| | | | | | | | | |
| ooo | | ooo | | ooo | | ooo | | ooo |
| 3#16 | | 3#16 | | 3#16 | | 3#16 | | 3#16 |
| | | | | | | | | |
| 3#12 | | 3#12 | | 3#12 | | 3#12 | | 3#12 |
| ooo | | ooo | | ooo | | ooo | | ooo |
| | | | | | | | | |
|___________| |___________| |___________| |___________| |___________|

C:\Users\Marcelo\Documents\sideline\RAKET- CELO\2STOREY HOUSE.anl Page 17 of 52

 Sunday, February 21, 2021, 06:38 PM
STAAD SPACE -- PAGE NO. 18

ACI 318-11 BEAM NO. 16 DESIGN RESULTS

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

LEN - 2850. MM FY - 415. FC - 21. MPA, SIZE - 250. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

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

1 59. 2 - 12MM 0. 2850. YES YES

2 241. 4 - 12MM 0. 1343. YES NO
3 241. 4 - 12MM 1151. 2850. 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= 21.77 KNS Vc= 45.93 KNS Vs= 0.00 KNS
Tu= 0.18 KN-MET Tc= 1.5 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 12 MM 2-LEGGED STIRRUPS AT 121. MM C/C FOR 1190. MM

AT END SUPPORT - Vu= 22.38 KNS Vc= 45.93 KNS Vs= 0.00 KNS
Tu= 0.18 KN-MET Tc= 1.5 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 12 MM 2-LEGGED STIRRUPS AT 121. MM C/C FOR 1190. MM

___ 18J____________________ 2850X 250X 300_____________________ 19J____

| |
||=========================================================================||
| 4No12 H 241.| 0.TO 1343| |4No12 H|241.1151.TO|2850 | | | | | |
| 11*12c/c121 | | | | | | | | | | | | 11*12c/c121 | |
| 2No12 H |59.| 0.TO 2850| | | | | | | | | | | | | |
||=========================================================================||
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________ ___________
| | | | | | | | | |
| oooo | | oooo | | oooo | | oooo | | oooo |
| 4#12 | | 4#12 | | 4#12 | | 4#12 | | 4#12 |
| | | | | | | | | |
| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |
| oo | | oo | | oo | | oo | | oo |
| | | | | | | | | |
|___________| |___________| |___________| |___________| |___________|

C:\Users\Marcelo\Documents\sideline\RAKET- CELO\2STOREY HOUSE.anl Page 18 of 52

 Sunday, February 21, 2021, 06:38 PM
STAAD SPACE -- PAGE NO. 19

ACI 318-11 BEAM NO. 17 DESIGN RESULTS

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

LEN - 1650. MM FY - 415. FC - 21. MPA, SIZE - 250. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

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

1 59. 3 - 12MM 0. 1650. YES YES

2 239. 3 - 16MM 0. 1349. YES NO
3 241. 2 - 12MM 776. 1650. NO YES

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= 48.67 KNS Vc= 44.94 KNS Vs= 19.96 KNS
Tu= 3.52 KN-MET Tc= 1.4 KN-MET Ts= 4.7 KN-MET LOAD 8
STIRRUPS ARE REQUIRED FOR SHEAR AND TORSION.
PROVIDE 12 MM 2-LEGGED STIRRUPS AT 92. MM C/C FOR 590. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.46 SQ.CM.

AT END SUPPORT - Vu= 29.35 KNS Vc= 44.94 KNS Vs= 0.00 KNS
Tu= 3.52 KN-MET Tc= 1.4 KN-MET Ts= 4.7 KN-MET LOAD 8
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 12 MM 2-LEGGED STIRRUPS AT 92. MM C/C FOR 590. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.46 SQ.CM.

___ 19J____________________ 1650X 250X 300_____________________ 38J____

| |
||=========================================================================||
| 3No16|H 239. 0.TO 1349 | | 2No12 H 241. 776.TO 1650 | | | |
| 8*12c/c 92 | | | | | | | | | 8*12c/c 92| |
| 3No12|H 59. 0.TO 1650 | | | | | | | | | | |
||=========================================================================||
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________ ___________
| | | | | | | | | |
| ooo | | ooo | | ooo | | ooo | | oo |
| 3#16 | | 3#16 | | 2#12 | | 2#12 | | 2#12 |
| | | | | | | | | |
| 3#12 | | 3#12 | | 3#12 | | 3#12 | | 3#12 |
| ooo | | ooo | | ooo | | ooo | | ooo |
| | | | | | | | | |
|___________| |___________| |___________| |___________| |___________|

C:\Users\Marcelo\Documents\sideline\RAKET- CELO\2STOREY HOUSE.anl Page 19 of 52

 Sunday, February 21, 2021, 06:38 PM
STAAD SPACE -- PAGE NO. 20

ACI 318-11 BEAM NO. 29 DESIGN RESULTS

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

LEN - 2850. MM FY - 415. FC - 21. MPA, SIZE - 250. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

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

1 59. 2 - 12MM 0. 2850. YES YES

2 239. 2 - 16MM 0. 1474. YES NO
3 241. 4 - 12MM 1151. 2850. 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= 18.65 KNS Vc= 45.84 KNS Vs= 0.00 KNS
Tu= 0.53 KN-MET Tc= 1.5 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 12 MM 2-LEGGED STIRRUPS AT 121. MM C/C FOR 1190. MM

AT END SUPPORT - Vu= 21.83 KNS Vc= 45.84 KNS Vs= 0.00 KNS
Tu= 0.53 KN-MET Tc= 1.5 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 12 MM 2-LEGGED STIRRUPS AT 121. MM C/C FOR 1190. MM

___ 29J____________________ 2850X 250X 300_____________________ 30J____

| |
||=========================================================================||
| 2No16 H 239.| 0.TO 1474| |4No12 H|241.1151.TO|2850 | | | | | |
| 11*12c/c121 | | | | | | | | | | | | 11*12c/c121 | |
| 2No12 H |59.| 0.TO 2850| | | | | | | | | | | | | |
||=========================================================================||
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________ ___________
| | | | | | | | | |
| oo | | oo | | oooo | | oooo | | oooo |
| 2#16 | | 2#16 | | 4#12 | | 4#12 | | 4#12 |
| | | | | | | | | |
| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |
| oo | | oo | | oo | | oo | | oo |
| | | | | | | | | |
|___________| |___________| |___________| |___________| |___________|

C:\Users\Marcelo\Documents\sideline\RAKET- CELO\2STOREY HOUSE.anl Page 20 of 52

 Sunday, February 21, 2021, 06:38 PM
STAAD SPACE -- PAGE NO. 21

ACI 318-11 BEAM NO. 30 DESIGN RESULTS

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

LEN - 2850. MM FY - 415. FC - 21. MPA, SIZE - 250. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

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

1 59. 2 - 12MM 0. 2850. YES YES

2 239. 2 - 16MM 0. 1474. YES NO
3 241. 3 - 12MM 1151. 2850. 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= 21.08 KNS Vc= 45.84 KNS Vs= 0.00 KNS
Tu= 0.14 KN-MET Tc= 1.5 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 12 MM 2-LEGGED STIRRUPS AT 121. MM C/C FOR 1190. MM

AT END SUPPORT - Vu= 19.40 KNS Vc= 45.84 KNS Vs= 0.00 KNS
Tu= 0.14 KN-MET Tc= 1.5 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 12 MM 2-LEGGED STIRRUPS AT 121. MM C/C FOR 1190. MM

___ 30J____________________ 2850X 250X 300_____________________ 31J____

| |
||=========================================================================||
| 2No16 H 239.| 0.TO 1474| |3No12 H|241.1151.TO|2850 | | | | | |
| 11*12c/c121 | | | | | | | | | | | | 11*12c/c121 | |
| 2No12 H |59.| 0.TO 2850| | | | | | | | | | | | | |
||=========================================================================||
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________ ___________
| | | | | | | | | |
| oo | | oo | | ooo | | ooo | | ooo |
| 2#16 | | 2#16 | | 3#12 | | 3#12 | | 3#12 |
| | | | | | | | | |
| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |
| oo | | oo | | oo | | oo | | oo |
| | | | | | | | | |
|___________| |___________| |___________| |___________| |___________|

C:\Users\Marcelo\Documents\sideline\RAKET- CELO\2STOREY HOUSE.anl Page 21 of 52

 Sunday, February 21, 2021, 06:38 PM
STAAD SPACE -- PAGE NO. 22

ACI 318-11 BEAM NO. 31 DESIGN RESULTS

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

LEN - 2850. MM FY - 415. FC - 21. MPA, SIZE - 250. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

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

1 59. 2 - 12MM 0. 2850. YES YES

2 241. 3 - 12MM 0. 1105. YES NO
3 241. 3 - 12MM 914. 2850. 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= 21.52 KNS Vc= 45.87 KNS Vs= 0.00 KNS
Tu= 0.58 KN-MET Tc= 1.5 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 12 MM 2-LEGGED STIRRUPS AT 121. MM C/C FOR 1190. MM

AT END SUPPORT - Vu= 18.96 KNS Vc= 45.87 KNS Vs= 0.00 KNS
Tu= 0.58 KN-MET Tc= 1.5 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 12 MM 2-LEGGED STIRRUPS AT 121. MM C/C FOR 1190. MM

___ 31J____________________ 2849X 250X 300_____________________ 32J____

| |
||=========================================================================||
| 3No12 H 241.| 0.TO 1105No12|H 241. 914.TO 2850 | | | | | | | |
| 11*12c/c121 | | | | | | | | | | | | 11*12c/c121 | |
| 2No12 H |59.| 0.TO 2850| | | | | | | | | | | | | |
||=========================================================================||
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________ ___________
| | | | | | | | | |
| ooo | | ooo | | ooo | | ooo | | ooo |
| 3#12 | | 3#12 | | 3#12 | | 3#12 | | 3#12 |
| | | | | | | | | |
| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |
| oo | | oo | | oo | | oo | | oo |
| | | | | | | | | |
|___________| |___________| |___________| |___________| |___________|

C:\Users\Marcelo\Documents\sideline\RAKET- CELO\2STOREY HOUSE.anl Page 22 of 52

 Sunday, February 21, 2021, 06:38 PM
STAAD SPACE -- PAGE NO. 23

ACI 318-11 BEAM NO. 43 DESIGN RESULTS

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

LEN - 3975. MM FY - 415. FC - 21. MPA, SIZE - 250. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

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

1 59. 2 - 12MM 149. 3975. NO YES

2 241. 3 - 12MM 0. 3975. 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= 22.02 KNS Vc= 46.44 KNS Vs= 0.00 KNS
Tu= 0.18 KN-MET Tc= 1.5 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 12 MM 2-LEGGED STIRRUPS AT 121. MM C/C FOR 1753. MM

AT END SUPPORT - Vu= 19.30 KNS Vc= 45.19 KNS Vs= 0.00 KNS
Tu= 0.13 KN-MET Tc= 1.5 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 12 MM 2-LEGGED STIRRUPS AT 121. MM C/C FOR 1753. MM

___ 5J____________________ 3975X 250X 300_____________________ 17J____

| |
||=========================================================================||
| 3No12 H 241.| 0.TO 3975| | | | | | | | | | | | | | | | | |
| 16*12c/c121 | | | | | | | | | | | | | | | | 16*12c/c121 | |
| |2No12|H |59. 149.TO 3975 | | | | | | | | | | | | | | | | |
| =========================================================================||
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________ ___________
| | | | | | | | | |
| ooo | | ooo | | ooo | | ooo | | ooo |
| 3#12 | | 3#12 | | 3#12 | | 3#12 | | 3#12 |
| | | | | | | | | |
| | | 2#12 | | 2#12 | | 2#12 | | 2#12 |
| | | oo | | oo | | oo | | oo |
| | | | | | | | | |
|___________| |___________| |___________| |___________| |___________|

C:\Users\Marcelo\Documents\sideline\RAKET- CELO\2STOREY HOUSE.anl Page 23 of 52

 Sunday, February 21, 2021, 06:38 PM
STAAD SPACE -- PAGE NO. 24

ACI 318-11 BEAM NO. 44 DESIGN RESULTS

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

LEN - 3975. MM FY - 415. FC - 21. MPA, SIZE - 250. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

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

1 59. 2 - 12MM 0. 3975. YES YES

2 241. 3 - 12MM 0. 2049. YES NO
3 241. 4 - 12MM 1761. 3975. NO 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= 24.22 KNS Vc= 46.00 KNS Vs= 0.00 KNS
Tu= 0.02 KN-MET Tc= 1.5 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 12 MM 2-LEGGED STIRRUPS AT 121. MM C/C FOR 1753. MM

AT END SUPPORT - Vu= 28.29 KNS Vc= 45.27 KNS Vs= 0.00 KNS
Tu= 0.02 KN-MET Tc= 1.5 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 12 MM 2-LEGGED STIRRUPS AT 121. MM C/C FOR 1753. MM

___ 6J____________________ 3975X 250X 300_____________________ 18J____

| |
||=========================================================================||
| 3No12 H 241.| 0.TO 2049| | | 4No12 H|241.1761.TO|3975 | | | | | | |
| 16*12c/c121 | | | | | | | | | | | | | | | | 16*12c/c121 | |
| 2No12 H 59.| 0.TO 3975| | | | | | | | | | | | | | | | | |
||=========================================================================||
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________ ___________
| | | | | | | | | |
| ooo | | ooo | | oooo | | oooo | | oooo |
| 3#12 | | 3#12 | | 4#12 | | 4#12 | | 4#12 |
| | | | | | | | | |
| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |
| oo | | oo | | oo | | oo | | oo |
| | | | | | | | | |
|___________| |___________| |___________| |___________| |___________|

C:\Users\Marcelo\Documents\sideline\RAKET- CELO\2STOREY HOUSE.anl Page 24 of 52

 Sunday, February 21, 2021, 06:38 PM
STAAD SPACE -- PAGE NO. 25

ACI 318-11 BEAM NO. 45 DESIGN RESULTS

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

LEN - 3975. MM FY - 415. FC - 21. MPA, SIZE - 250. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

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

1 59. 2 - 12MM 0. 3975. YES YES

2 241. 3 - 12MM 0. 1055. YES NO
3 239. 2 - 16MM 1298. 3975. NO YES

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= 21.60 KNS Vc= 45.92 KNS Vs= 0.00 KNS
Tu= 0.01 KN-MET Tc= 1.5 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 12 MM 2-LEGGED STIRRUPS AT 121. MM C/C FOR 1753. MM

AT END SUPPORT - Vu= 25.78 KNS Vc= 45.12 KNS Vs= 0.00 KNS
Tu= 0.01 KN-MET Tc= 1.5 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 12 MM 2-LEGGED STIRRUPS AT 121. MM C/C FOR 1753. MM

___ 7J____________________ 3975X 250X 300_____________________ 19J____

| |
||=================== ===================================================||
| 3No12 H 241.| 0.TO 1055No16 H|239.1298.TO|3975 | | | | | | | | | |
| 16*12c/c121 | | | | | | | | | | | | | | | 16*12c/c121 | |
| 2No12 H 59.| 0.TO 3975| | | | | | | | | | | | | | | | | |
||=========================================================================||
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________ ___________
| | | | | | | | | |
| ooo | | ooo | | oo | | oo | | oo |
| 3#12 | | 3#12 | | 2#16 | | 2#16 | | 2#16 |
| | | | | | | | | |
| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |
| oo | | oo | | oo | | oo | | oo |
| | | | | | | | | |
|___________| |___________| |___________| |___________| |___________|

C:\Users\Marcelo\Documents\sideline\RAKET- CELO\2STOREY HOUSE.anl Page 25 of 52

 Sunday, February 21, 2021, 06:38 PM
STAAD SPACE -- PAGE NO. 26

ACI 318-11 BEAM NO. 46 DESIGN RESULTS

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

LEN - 3975. MM FY - 415. FC - 21. MPA, SIZE - 250. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

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

1 59. 2 - 12MM 0. 3975. YES YES

2 241. 2 - 12MM 0. 724. YES NO
3 241. 2 - 12MM 1098. 3975. 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= 17.34 KNS Vc= 45.87 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 1.5 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 12 MM 2-LEGGED STIRRUPS AT 121. MM C/C FOR 1753. MM

AT END SUPPORT - Vu= 20.49 KNS Vc= 44.93 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 1.5 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 12 MM 2-LEGGED STIRRUPS AT 121. MM C/C FOR 1753. MM

___ 8J____________________ 3975X 250X 300_____________________ 20J____

| |
||============ =======================================================||
| 2No12 H 241. 0.TO2N724|H 241.1098.TO 3975 | | | | | | | | | | |
| 16*12c/c121 | | | | | | | | | | | | | | 16*12c/c121 | |
| 2No12 H 59. 0.TO 3975| | | | | | | | | | | | | | | | | |
||=========================================================================||
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________ ___________
| | | | | | | | | |
| oo | | | | oo | | oo | | oo |
| 2#12 | | | | 2#12 | | 2#12 | | 2#12 |
| | | | | | | | | |
| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |
| oo | | oo | | oo | | oo | | oo |
| | | | | | | | | |
|___________| |___________| |___________| |___________| |___________|

C:\Users\Marcelo\Documents\sideline\RAKET- CELO\2STOREY HOUSE.anl Page 26 of 52

 Sunday, February 21, 2021, 06:38 PM
STAAD SPACE -- PAGE NO. 27

ACI 318-11 BEAM NO. 48 DESIGN RESULTS

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

LEN - 3975. MM FY - 415. FC - 21. MPA, SIZE - 200. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

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

1 59. 2 - 12MM 0. 3975. YES YES

2 241. 2 - 12MM 0. 2049. YES NO
3 241. 2 - 12MM 1761. 3975. NO 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= 0.08 KNS Vc= 35.05 KNS Vs= 0.00 KNS
Tu= 0.23 KN-MET Tc= 1.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 0.08 KNS Vc= 35.06 KNS Vs= 0.00 KNS
Tu= 0.23 KN-MET Tc= 1.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.

___ 10J____________________ 3975X 200X 300_____________________ 22J____

| |
||=========================================================================||
| 2No12 H 241. 0.TO 2049 2No12 H 241.1761.TO 3975 |
| |
| 2No12 H 59. 0.TO 3975 |
||=========================================================================||
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________
| | | | | | | | | |
| oo | | oo | | oo | | oo | | oo |
| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |
| | | | | | | | | |
| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |
| oo | | oo | | oo | | oo | | oo |
| | | | | | | | | |
|_________| |_________| |_________| |_________| |_________|

C:\Users\Marcelo\Documents\sideline\RAKET- CELO\2STOREY HOUSE.anl Page 27 of 52

 Sunday, February 21, 2021, 06:38 PM
STAAD SPACE -- PAGE NO. 28

ACI 318-11 BEAM NO. 49 DESIGN RESULTS

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

LEN - 3975. MM FY - 415. FC - 21. MPA, SIZE - 200. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

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

1 59. 2 - 12MM 1123. 3975. NO YES

2 241. 2 - 12MM 0. 3975. 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= 0.05 KNS Vc= 64.54 KNS Vs= 0.00 KNS
Tu= 0.13 KN-MET Tc= 1.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 0.05 KNS Vc= 35.02 KNS Vs= 0.00 KNS
Tu= 0.13 KN-MET Tc= 1.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.

___ 11J____________________ 3975X 200X 300_____________________ 23J____

| |
||=========================================================================||
| 2No12 H 241. 0.TO 3975 |
| |
| 2No12 H 59.1123.TO 3975 |
| ======================================================||
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________
| | | | | | | | | |
| oo | | oo | | oo | | oo | | oo |
| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |
| | | | | | | | | |
| | | | | 2#12 | | 2#12 | | 2#12 |
| | | | | oo | | oo | | oo |
| | | | | | | | | |
|_________| |_________| |_________| |_________| |_________|

C:\Users\Marcelo\Documents\sideline\RAKET- CELO\2STOREY HOUSE.anl Page 28 of 52

 Sunday, February 21, 2021, 06:38 PM
STAAD SPACE -- PAGE NO. 29

ACI 318-11 BEAM NO. 50 DESIGN RESULTS

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

LEN - 3975. MM FY - 415. FC - 21. MPA, SIZE - 200. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

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

1 59. 2 - 12MM 798. 3975. NO YES

2 241. 2 - 12MM 0. 3975. 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= 0.20 KNS Vc= 36.76 KNS Vs= 0.00 KNS
Tu= 0.22 KN-MET Tc= 1.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 0.20 KNS Vc= 36.76 KNS Vs= 0.00 KNS
Tu= 0.22 KN-MET Tc= 1.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.

___ 12J____________________ 3975X 200X 300_____________________ 24J____

| |
||=========================================================================||
| 2No12 H 241. 0.TO 3975 |
| |
| 2No12 H 59. 798.TO 3975 |
| ============================================================||
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________
| | | | | | | | | |
| oo | | oo | | oo | | oo | | oo |
| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |
| | | | | | | | | |
| | | 2#12 | | 2#12 | | 2#12 | | 2#12 |
| | | oo | | oo | | oo | | oo |
| | | | | | | | | |
|_________| |_________| |_________| |_________| |_________|

C:\Users\Marcelo\Documents\sideline\RAKET- CELO\2STOREY HOUSE.anl Page 29 of 52

 Sunday, February 21, 2021, 06:38 PM
STAAD SPACE -- PAGE NO. 30

ACI 318-11 BEAM NO. 51 DESIGN RESULTS

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

LEN - 3975. MM FY - 415. FC - 21. MPA, SIZE - 250. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

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

1 59. 2 - 12MM 0. 3643. YES NO

2 241. 3 - 12MM 0. 1055. YES NO
3 241. 2 - 12MM 1098. 3975. NO 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= 19.19 KNS Vc= 46.03 KNS Vs= 0.00 KNS
Tu= 0.21 KN-MET Tc= 1.5 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 12 MM 2-LEGGED STIRRUPS AT 121. MM C/C FOR 1753. MM

AT END SUPPORT - Vu= 22.18 KNS Vc= 46.02 KNS Vs= 0.00 KNS
Tu= 0.29 KN-MET Tc= 1.5 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 12 MM 2-LEGGED STIRRUPS AT 121. MM C/C FOR 1753. MM

___ 17J____________________ 3975X 250X 300_____________________ 29J____

| |
||=========================================================================||
| 3No12 H 241.| 0.TO21055|H 241.1098.TO 3975 | | | | | | | | |
| 16*12c/c121 | | | | | | | | | | | | | | | | 16*12c/c121 |
| 2No12 H 59.| 0.TO 3643| | | | | | | | | | | | | | | |
||==================================================================== |
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________ ___________
| | | | | | | | | |
| ooo | | ooo | | oo | | oo | | oo |
| 3#12 | | 3#12 | | 2#12 | | 2#12 | | 2#12 |
| | | | | | | | | |
| 2#12 | | 2#12 | | 2#12 | | 2#12 | | |
| oo | | oo | | oo | | oo | | |
| | | | | | | | | |
|___________| |___________| |___________| |___________| |___________|

C:\Users\Marcelo\Documents\sideline\RAKET- CELO\2STOREY HOUSE.anl Page 30 of 52

 Sunday, February 21, 2021, 06:38 PM
STAAD SPACE -- PAGE NO. 31

ACI 318-11 BEAM NO. 52 DESIGN RESULTS

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

LEN - 3975. MM FY - 415. FC - 21. MPA, SIZE - 250. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

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

1 59. 2 - 12MM 0. 3692. YES NO

2 241. 4 - 12MM 0. 1055. YES NO
3 241. 3 - 12MM 1429. 3975. NO 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= 28.29 KNS Vc= 45.26 KNS Vs= 0.00 KNS
Tu= 0.04 KN-MET Tc= 1.5 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 12 MM 2-LEGGED STIRRUPS AT 121. MM C/C FOR 1753. MM

AT END SUPPORT - Vu= 24.21 KNS Vc= 45.99 KNS Vs= 0.00 KNS
Tu= 0.04 KN-MET Tc= 1.5 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 12 MM 2-LEGGED STIRRUPS AT 121. MM C/C FOR 1753. MM

___ 18J____________________ 3975X 250X 300_____________________ 30J____

| |
||=================== ================================================||
| 4No12 H 241.| 0.TO 1055 3No12 H|241.1429.TO|3975 | | | | | | |
| 16*12c/c121 | | | | | | | | | | | | | | 16*12c/c121 |
| 2No12 H 59.| 0.TO 3692 | | | | | | | | | | | | | | |
||===================================================================== |
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________ ___________
| | | | | | | | | |
| oooo | | oooo | | ooo | | ooo | | ooo |
| 4#12 | | 4#12 | | 3#12 | | 3#12 | | 3#12 |
| | | | | | | | | |
| 2#12 | | 2#12 | | 2#12 | | 2#12 | | |
| oo | | oo | | oo | | oo | | |
| | | | | | | | | |
|___________| |___________| |___________| |___________| |___________|

C:\Users\Marcelo\Documents\sideline\RAKET- CELO\2STOREY HOUSE.anl Page 31 of 52

 Sunday, February 21, 2021, 06:38 PM
STAAD SPACE -- PAGE NO. 32

ACI 318-11 BEAM NO. 53 DESIGN RESULTS

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

LEN - 3975. MM FY - 415. FC - 21. MPA, SIZE - 250. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

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

1 59. 2 - 12MM 0. 3975. YES YES

2 241. 4 - 12MM 0. 3043. YES NO
3 241. 3 - 12MM 2754. 3975. 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= 27.90 KNS Vc= 45.32 KNS Vs= 0.00 KNS
Tu= 0.16 KN-MET Tc= 1.5 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 12 MM 2-LEGGED STIRRUPS AT 121. MM C/C FOR 1753. MM

AT END SUPPORT - Vu= 24.60 KNS Vc= 45.90 KNS Vs= 0.00 KNS
Tu= 0.16 KN-MET Tc= 1.5 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 12 MM 2-LEGGED STIRRUPS AT 121. MM C/C FOR 1753. MM

___ 19J____________________ 3975X 250X 300_____________________ 31J____

| |
||=========================================================================||
| 4No12 H 241.| 0.TO 3043| | | | | | | | |3No12|H 241.2754.TO 3975 |
| 16*12c/c121 | | | | | | | | | | | | | | | | 16*12c/c121 | |
| 2No12 H 59.| 0.TO 3975| | | | | | | | | | | | | | | | | |
||=========================================================================||
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________ ___________
| | | | | | | | | |
| oooo | | oooo | | oooo | | oooo | | ooo |
| 4#12 | | 4#12 | | 4#12 | | 3#12 | | 3#12 |
| | | | | | | | | |
| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |
| oo | | oo | | oo | | oo | | oo |
| | | | | | | | | |
|___________| |___________| |___________| |___________| |___________|

C:\Users\Marcelo\Documents\sideline\RAKET- CELO\2STOREY HOUSE.anl Page 32 of 52

 Sunday, February 21, 2021, 06:38 PM
STAAD SPACE -- PAGE NO. 33

ACI 318-11 BEAM NO. 54 DESIGN RESULTS

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

LEN - 3975. MM FY - 415. FC - 21. MPA, SIZE - 250. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

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

1 59. 2 - 12MM 176. 3975. NO YES

2 241. 3 - 12MM 0. 3975. YES 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= 18.97 KNS Vc= 44.98 KNS Vs= 0.00 KNS
Tu= 0.37 KN-MET Tc= 1.5 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 12 MM 2-LEGGED STIRRUPS AT 121. MM C/C FOR 1753. MM

AT END SUPPORT - Vu= 22.48 KNS Vc= 45.60 KNS Vs= 0.00 KNS
Tu= 0.52 KN-MET Tc= 1.5 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 12 MM 2-LEGGED STIRRUPS AT 121. MM C/C FOR 1753. MM

___ 20J____________________ 3975X 250X 300_____________________ 32J____

| |
||=========================================================================||
| 3No12 H 241.| 0.TO 3975| | | | | | | | | | | | | | | | | |
| 16*12c/c121 | | | | | | | | | | | | | | | | 16*12c/c121 | |
| 2No12 H| 59. 176.TO|3975 | | | | | | | | | | | | | | | | |
| ========================================================================||
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________ ___________
| | | | | | | | | |
| ooo | | ooo | | ooo | | ooo | | ooo |
| 3#12 | | 3#12 | | 3#12 | | 3#12 | | 3#12 |
| | | | | | | | | |
| | | 2#12 | | 2#12 | | 2#12 | | 2#12 |
| | | oo | | oo | | oo | | oo |
| | | | | | | | | |
|___________| |___________| |___________| |___________| |___________|

C:\Users\Marcelo\Documents\sideline\RAKET- CELO\2STOREY HOUSE.anl Page 33 of 52

 Sunday, February 21, 2021, 06:38 PM
STAAD SPACE -- PAGE NO. 34

ACI 318-11 BEAM NO. 55 DESIGN RESULTS

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

LEN - 3975. MM FY - 415. FC - 21. MPA, SIZE - 200. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

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

1 59. 2 - 12MM 0. 3975. YES YES

2 241. 2 - 12MM 0. 1055. YES NO
3 241. 2 - 12MM 2092. 3975. 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= 0.05 KNS Vc= 36.80 KNS Vs= 0.00 KNS
Tu= 0.09 KN-MET Tc= 1.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 0.05 KNS Vc= 36.80 KNS Vs= 0.00 KNS
Tu= 0.09 KN-MET Tc= 1.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.

___ 21J____________________ 3975X 200X 300_____________________ 33J____

| |
||=================== ====================================||
| 2No12 H 241. 0.TO 1055 2No12 H 241.2092.TO 3975 |
| |
| 2No12 H 59. 0.TO 3975 |
||=========================================================================||
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________
| | | | | | | | | |
| oo | | oo | | | | oo | | oo |
| 2#12 | | 2#12 | | | | 2#12 | | 2#12 |
| | | | | | | | | |
| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |
| oo | | oo | | oo | | oo | | oo |
| | | | | | | | | |
|_________| |_________| |_________| |_________| |_________|

C:\Users\Marcelo\Documents\sideline\RAKET- CELO\2STOREY HOUSE.anl Page 34 of 52

 Sunday, February 21, 2021, 06:38 PM
STAAD SPACE -- PAGE NO. 35

ACI 318-11 BEAM NO. 56 DESIGN RESULTS

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

LEN - 3975. MM FY - 415. FC - 21. MPA, SIZE - 200. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

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

1 59. 2 - 12MM 0. 2683. YES NO

2 241. 2 - 12MM 0. 1055. YES NO
3 241. 2 - 12MM 1761. 3975. 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= 0.12 KNS Vc= 35.04 KNS Vs= 0.00 KNS
Tu= 0.11 KN-MET Tc= 1.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 0.12 KNS Vc= 35.05 KNS Vs= 0.00 KNS
Tu= 0.11 KN-MET Tc= 1.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.

___ 22J____________________ 3975X 200X 300_____________________ 34J____

| |
||=================== ==========================================||
| 2No12 H 241. 0.TO 1055 2No12 H 241.1761.TO 3975 |
| |
| 2No12 H 59. 0.TO 2683 |
||================================================== |
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________
| | | | | | | | | |
| oo | | oo | | oo | | oo | | oo |
| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |
| | | | | | | | | |
| 2#12 | | 2#12 | | 2#12 | | | | |
| oo | | oo | | oo | | | | |
| | | | | | | | | |
|_________| |_________| |_________| |_________| |_________|

C:\Users\Marcelo\Documents\sideline\RAKET- CELO\2STOREY HOUSE.anl Page 35 of 52

 Sunday, February 21, 2021, 06:38 PM
STAAD SPACE -- PAGE NO. 36

ACI 318-11 BEAM NO. 57 DESIGN RESULTS

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

LEN - 3975. MM FY - 415. FC - 21. MPA, SIZE - 200. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

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

1 59. 2 - 12MM 0. 2682. YES NO

2 241. 2 - 12MM 0. 1055. YES NO
3 241. 2 - 12MM 1098. 3975. NO 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= 0.09 KNS Vc= 35.03 KNS Vs= 0.00 KNS
Tu= 0.05 KN-MET Tc= 1.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 0.09 KNS Vc= 35.06 KNS Vs= 0.00 KNS
Tu= 0.05 KN-MET Tc= 1.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.

___ 23J____________________ 3975X 200X 300_____________________ 35J____

| |
||=========================================================================||
| 2No12 H 241. 0.TO21055 H 241.1098.TO 3975 |
| |
| 2No12 H 59. 0.TO 2682 |
||================================================== |
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________
| | | | | | | | | |
| oo | | oo | | oo | | oo | | oo |
| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |
| | | | | | | | | |
| 2#12 | | 2#12 | | 2#12 | | | | |
| oo | | oo | | oo | | | | |
| | | | | | | | | |
|_________| |_________| |_________| |_________| |_________|

C:\Users\Marcelo\Documents\sideline\RAKET- CELO\2STOREY HOUSE.anl Page 36 of 52

 Sunday, February 21, 2021, 06:38 PM
STAAD SPACE -- PAGE NO. 37

ACI 318-11 BEAM NO. 58 DESIGN RESULTS

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

LEN - 3975. MM FY - 415. FC - 21. MPA, SIZE - 200. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

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

1 59. 2 - 12MM 0. 3022. YES NO

2 241. 2 - 12MM 0. 3975. YES YES

B E A M N O. 58 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 0.01 KNS Vc= 35.00 KNS Vs= 0.00 KNS
Tu= 0.20 KN-MET Tc= 1.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 0.01 KNS Vc= 35.00 KNS Vs= 0.00 KNS
Tu= 0.20 KN-MET Tc= 1.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.

___ 24J____________________ 3975X 200X 300_____________________ 36J____

| |
||=========================================================================||
| 2No12 H 241. 0.TO 3975 |
| |
| 2No12 H 59. 0.TO 3022 |
||======================================================== |
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________
| | | | | | | | | |
| oo | | oo | | oo | | oo | | oo |
| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |
| | | | | | | | | |
| 2#12 | | 2#12 | | 2#12 | | 2#12 | | |
| oo | | oo | | oo | | oo | | |
| | | | | | | | | |
|_________| |_________| |_________| |_________| |_________|

C:\Users\Marcelo\Documents\sideline\RAKET- CELO\2STOREY HOUSE.anl Page 37 of 52

 Sunday, February 21, 2021, 06:38 PM
STAAD SPACE -- PAGE NO. 38

ACI 318-11 BEAM NO. 59 DESIGN RESULTS

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

LEN - 1200. MM FY - 415. FC - 21. MPA, SIZE - 250. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

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

1 59. 2 - 12MM 0. 1200. YES YES

2 241. 3 - 12MM 0. 1200. YES YES

B E A M N O. 59 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 10.05 KNS Vc= 45.24 KNS Vs= 0.00 KNS
Tu= 0.64 KN-MET Tc= 1.5 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 25.85 KNS Vc= 44.98 KNS Vs= 0.00 KNS
Tu= 0.49 KN-MET Tc= 1.5 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 12 MM 2-LEGGED STIRRUPS AT 121. MM C/C FOR 365. MM

___ 37J____________________ 1199X 250X 300_____________________ 8J____

| |
||=========================================================================||
| 3No12 H 241. 0.TO 1200 | | | | |
| | | 5*12c/c121 | |
| 2No12 H 59. 0.TO 1200 | | | | |
||=========================================================================||
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________ ___________
| | | | | | | | | |
| ooo | | ooo | | ooo | | ooo | | ooo |
| 3#12 | | 3#12 | | 3#12 | | 3#12 | | 3#12 |
| | | | | | | | | |
| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |
| oo | | oo | | oo | | oo | | oo |
| | | | | | | | | |
|___________| |___________| |___________| |___________| |___________|

C:\Users\Marcelo\Documents\sideline\RAKET- CELO\2STOREY HOUSE.anl Page 38 of 52

 Sunday, February 21, 2021, 06:38 PM
STAAD SPACE -- PAGE NO. 39

ACI 318-11 BEAM NO. 60 DESIGN RESULTS

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

LEN - 1200. MM FY - 415. FC - 21. MPA, SIZE - 250. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

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

1 59. 2 - 12MM 0. 1200. YES YES

2 241. 3 - 12MM 0. 1200. YES YES

B E A M N O. 60 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 4.68 KNS Vc= 44.47 KNS Vs= 0.00 KNS
Tu= 2.41 KN-MET Tc= 1.4 KN-MET Ts= 3.2 KN-MET LOAD 8
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 12 MM 2-LEGGED STIRRUPS AT 92. MM C/C FOR 365. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.00 SQ.CM.

AT END SUPPORT - Vu= 5.53 KNS Vc= 44.47 KNS Vs= 0.00 KNS
Tu= 2.41 KN-MET Tc= 1.4 KN-MET Ts= 3.2 KN-MET LOAD 8
STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 12 MM 2-LEGGED STIRRUPS AT 92. MM C/C FOR 365. MM
ADDITIONAL LONGITUDINAL STEEL REQD. FOR TORSIONAL RESISTANCE = 1.00 SQ.CM.

___ 38J____________________ 1199X 250X 300_____________________ 20J____

| |
||=========================================================================||
| 3No12 H 241.| 0.TO 1200| | | | | | |
| 5*12c/c 92 | | | | | 5*12c/c 92 | |
| 2No12 H 59.| 0.TO 1200| | | | | | |
||=========================================================================||
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________ ___________
| | | | | | | | | |
| ooo | | ooo | | ooo | | ooo | | ooo |
| 3#12 | | 3#12 | | 3#12 | | 3#12 | | 3#12 |
| | | | | | | | | |
| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |
| oo | | oo | | oo | | oo | | oo |
| | | | | | | | | |
|___________| |___________| |___________| |___________| |___________|

C:\Users\Marcelo\Documents\sideline\RAKET- CELO\2STOREY HOUSE.anl Page 39 of 52

 Sunday, February 21, 2021, 06:38 PM
STAAD SPACE -- PAGE NO. 40

ACI 318-11 BEAM NO. 62 DESIGN RESULTS

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

LEN - 3975. MM FY - 415. FC - 21. MPA, SIZE - 250. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

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

1 59. 2 - 12MM 170. 3639. NO NO

2 241. 2 - 12MM 0. 3975. YES YES

B E A M N O. 62 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 20.53 KNS Vc= 45.73 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 1.5 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 12 MM 2-LEGGED STIRRUPS AT 121. MM C/C FOR 1753. MM

AT END SUPPORT - Vu= 19.97 KNS Vc= 45.94 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 1.5 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 12 MM 2-LEGGED STIRRUPS AT 121. MM C/C FOR 1753. MM

___ 38J____________________ 3975X 250X 300_____________________ 37J____

| |
||=========================================================================||
| 2No12 H 241.| 0.TO 3975| | | | | | | | | | | | | | | |
| 16*12c/c121 | | | | | | | | | | | | | | | | 16*12c/c121 |
| 2No12 H| 59. 170.TO|3639 | | | | | | | | | | | | | | |
| =================================================================== |
| |
|___________________________________________________________________________|
___________ ___________ ___________ ___________ ___________
| | | | | | | | | |
| oo | | oo | | oo | | oo | | oo |
| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |
| | | | | | | | | |
| | | 2#12 | | 2#12 | | 2#12 | | |
| | | oo | | oo | | oo | | |
| | | | | | | | | |
|___________| |___________| |___________| |___________| |___________|

C:\Users\Marcelo\Documents\sideline\RAKET- CELO\2STOREY HOUSE.anl Page 40 of 52

 Sunday, February 21, 2021, 06:38 PM
STAAD SPACE -- PAGE NO. 41

ACI 318-11 BEAM NO. 146 DESIGN RESULTS

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

LEN - 2850. MM FY - 415. FC - 21. MPA, SIZE - 200. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

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

1 59. 2 - 12MM 0. 2850. YES YES

2 241. 2 - 12MM 0. 1580. YES NO
3 241. 2 - 12MM 1151. 2850. NO YES

B E A M N O. 146 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 14.97 KNS Vc= 35.92 KNS Vs= 0.00 KNS
Tu= 0.29 KN-MET Tc= 1.0 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 12 MM 2-LEGGED STIRRUPS AT 121. MM C/C FOR 1190. MM

AT END SUPPORT - Vu= 13.71 KNS Vc= 35.76 KNS Vs= 0.00 KNS
Tu= 0.13 KN-MET Tc= 1.0 KN-MET Ts= 0.0 KN-MET LOAD 8
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 12 MM 2-LEGGED STIRRUPS AT 121. MM C/C FOR 1190. MM

___ 34J____________________ 2850X 200X 300_____________________ 33J____

| |
||=========================================================================||
| 2No12 H 241.| 0.TO 1580| |2No12 H|241.1151.TO|2850 | | | | | |
| 11*12c/c121 | | | | | | | | | | | | 11*12c/c121 | |
| 2No12 H |59.| 0.TO 2850| | | | | | | | | | | | | |
||=========================================================================||
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________
| | | | | | | | | |
| oo | | oo | | oo | | oo | | oo |
| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |
| | | | | | | | | |
| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |
| oo | | oo | | oo | | oo | | oo |
| | | | | | | | | |
|_________| |_________| |_________| |_________| |_________|

C:\Users\Marcelo\Documents\sideline\RAKET- CELO\2STOREY HOUSE.anl Page 41 of 52

 Sunday, February 21, 2021, 06:38 PM
STAAD SPACE -- PAGE NO. 42

ACI 318-11 BEAM NO. 147 DESIGN RESULTS

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

LEN - 2850. MM FY - 415. FC - 21. MPA, SIZE - 200. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

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

1 59. 2 - 12MM 0. 2850. YES YES

2 241. 2 - 12MM 0. 1343. YES NO
3 241. 3 - 12MM 914. 2850. NO YES

B E A M N O. 147 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 19.03 KNS Vc= 36.00 KNS Vs= 0.00 KNS
Tu= 0.18 KN-MET Tc= 1.0 KN-MET Ts= 0.0 KN-MET LOAD 8
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 12 MM 2-LEGGED STIRRUPS AT 121. MM C/C FOR 1190. MM

AT END SUPPORT - Vu= 18.24 KNS Vc= 35.83 KNS Vs= 0.00 KNS
Tu= 0.03 KN-MET Tc= 1.1 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 12 MM 2-LEGGED STIRRUPS AT 121. MM C/C FOR 1190. MM

___ 23J____________________ 2849X 200X 300_____________________ 24J____

| |
||=========================================================================||
| 2No12 H 241.| 0.TO 1343No12|H 241. 914.TO 2850 | | | | | | | |
| 11*12c/c121 | | | | | | | | | | | | 11*12c/c121 | |
| 2No12 H |59.| 0.TO 2850| | | | | | | | | | | | | |
||=========================================================================||
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________
| | | | | | | | | |
| oo | | oo | | ooo | | ooo | | ooo |
| 2#12 | | 2#12 | | 3#12 | | 3#12 | | 3#12 |
| | | | | | | | | |
| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |
| oo | | oo | | oo | | oo | | oo |
| | | | | | | | | |
|_________| |_________| |_________| |_________| |_________|

C:\Users\Marcelo\Documents\sideline\RAKET- CELO\2STOREY HOUSE.anl Page 42 of 52

 Sunday, February 21, 2021, 06:38 PM
STAAD SPACE -- PAGE NO. 43

ACI 318-11 BEAM NO. 148 DESIGN RESULTS

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

LEN - 2850. MM FY - 415. FC - 21. MPA, SIZE - 200. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

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

1 59. 2 - 12MM 0. 2850. YES YES

2 241. 2 - 12MM 0. 1343. YES NO
3 241. 2 - 12MM 914. 2850. NO YES

B E A M N O. 148 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 14.96 KNS Vc= 35.89 KNS Vs= 0.00 KNS
Tu= 0.16 KN-MET Tc= 1.0 KN-MET Ts= 0.0 KN-MET LOAD 8
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 12 MM 2-LEGGED STIRRUPS AT 121. MM C/C FOR 1190. MM

AT END SUPPORT - Vu= 14.43 KNS Vc= 35.76 KNS Vs= 0.00 KNS
Tu= 0.09 KN-MET Tc= 1.0 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 12 MM 2-LEGGED STIRRUPS AT 121. MM C/C FOR 1190. MM

___ 35J____________________ 2849X 200X 300_____________________ 36J____

| |
||=========================================================================||
| 2No12 H 241.| 0.TO 1343No12|H 241. 914.TO 2850 | | | | | | | |
| 11*12c/c121 | | | | | | | | | | | | 11*12c/c121 | |
| 2No12 H |59.| 0.TO 2850| | | | | | | | | | | | | |
||=========================================================================||
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________
| | | | | | | | | |
| oo | | oo | | oo | | oo | | oo |
| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |
| | | | | | | | | |
| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |
| oo | | oo | | oo | | oo | | oo |
| | | | | | | | | |
|_________| |_________| |_________| |_________| |_________|

C:\Users\Marcelo\Documents\sideline\RAKET- CELO\2STOREY HOUSE.anl Page 43 of 52

 Sunday, February 21, 2021, 06:38 PM
STAAD SPACE -- PAGE NO. 44

ACI 318-11 BEAM NO. 149 DESIGN RESULTS

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

LEN - 2850. MM FY - 415. FC - 21. MPA, SIZE - 200. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

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

1 59. 2 - 12MM 0. 2850. YES YES

2 241. 2 - 12MM 0. 1343. YES NO
3 241. 2 - 12MM 914. 2850. NO YES

B E A M N O. 149 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 4.72 KNS Vc= 35.35 KNS Vs= 0.00 KNS
Tu= 0.02 KN-MET Tc= 1.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 4.72 KNS Vc= 35.33 KNS Vs= 0.00 KNS
Tu= 0.02 KN-MET Tc= 1.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.

___ 34J____________________ 2850X 200X 300_____________________ 35J____

| |
||=========================================================================||
| 2No12 H 241. 0.TO 1343No12 H 241. 914.TO 2850 |
| |
| 2No12 H 59. 0.TO 2850 |
||=========================================================================||
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________
| | | | | | | | | |
| oo | | oo | | oo | | oo | | oo |
| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |
| | | | | | | | | |
| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |
| oo | | oo | | oo | | oo | | oo |
| | | | | | | | | |
|_________| |_________| |_________| |_________| |_________|

C:\Users\Marcelo\Documents\sideline\RAKET- CELO\2STOREY HOUSE.anl Page 44 of 52

 Sunday, February 21, 2021, 06:38 PM
STAAD SPACE -- PAGE NO. 45

ACI 318-11 BEAM NO. 150 DESIGN RESULTS

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

LEN - 2850. MM FY - 415. FC - 21. MPA, SIZE - 200. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

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

1 59. 2 - 12MM 0. 2850. YES YES

2 241. 2 - 12MM 0. 1343. YES NO
3 241. 2 - 12MM 914. 2850. NO YES

B E A M N O. 150 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 16.18 KNS Vc= 35.77 KNS Vs= 0.00 KNS
Tu= 0.03 KN-MET Tc= 1.1 KN-MET Ts= 0.0 KN-MET LOAD 8
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 12 MM 2-LEGGED STIRRUPS AT 121. MM C/C FOR 1190. MM

AT END SUPPORT - Vu= 15.86 KNS Vc= 35.74 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 1.0 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 12 MM 2-LEGGED STIRRUPS AT 121. MM C/C FOR 1190. MM

___ 22J____________________ 2850X 200X 300_____________________ 23J____

| |
||=========================================================================||
| 2No12 H 241.| 0.TO 1343No12|H 241. 914.TO 2850 | | | | | | | |
| 11*12c/c121 | | | | | | | | | | | | 11*12c/c121 | |
| 2No12 H |59.| 0.TO 2850| | | | | | | | | | | | | |
||=========================================================================||
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________
| | | | | | | | | |
| oo | | oo | | oo | | oo | | oo |
| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |
| | | | | | | | | |
| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |
| oo | | oo | | oo | | oo | | oo |
| | | | | | | | | |
|_________| |_________| |_________| |_________| |_________|

C:\Users\Marcelo\Documents\sideline\RAKET- CELO\2STOREY HOUSE.anl Page 45 of 52

 Sunday, February 21, 2021, 06:38 PM
STAAD SPACE -- PAGE NO. 46

ACI 318-11 BEAM NO. 151 DESIGN RESULTS

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

LEN - 2850. MM FY - 415. FC - 21. MPA, SIZE - 200. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

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

1 59. 2 - 12MM 0. 2850. YES YES

2 241. 2 - 12MM 0. 1580. YES NO
3 241. 2 - 12MM 1151. 2850. NO YES

B E A M N O. 151 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 17.63 KNS Vc= 35.87 KNS Vs= 0.00 KNS
Tu= 0.04 KN-MET Tc= 1.1 KN-MET Ts= 0.0 KN-MET LOAD 8
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 12 MM 2-LEGGED STIRRUPS AT 121. MM C/C FOR 1190. MM

AT END SUPPORT - Vu= 18.37 KNS Vc= 35.99 KNS Vs= 0.00 KNS
Tu= 0.03 KN-MET Tc= 1.0 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 12 MM 2-LEGGED STIRRUPS AT 121. MM C/C FOR 1190. MM

___ 21J____________________ 2850X 200X 300_____________________ 22J____

| |
||=========================================================================||
| 2No12 H 241.| 0.TO 1580| |2No12 H|241.1151.TO|2850 | | | | | |
| 11*12c/c121 | | | | | | | | | | | | 11*12c/c121 | |
| 2No12 H |59.| 0.TO 2850| | | | | | | | | | | | | |
||=========================================================================||
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________
| | | | | | | | | |
| oo | | oo | | oo | | oo | | oo |
| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |
| | | | | | | | | |
| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |
| oo | | oo | | oo | | oo | | oo |
| | | | | | | | | |
|_________| |_________| |_________| |_________| |_________|

C:\Users\Marcelo\Documents\sideline\RAKET- CELO\2STOREY HOUSE.anl Page 46 of 52

 Sunday, February 21, 2021, 06:38 PM
STAAD SPACE -- PAGE NO. 47

ACI 318-11 BEAM NO. 152 DESIGN RESULTS

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

LEN - 2850. MM FY - 415. FC - 21. MPA, SIZE - 200. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

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

1 59. 2 - 12MM 0. 2850. YES YES

2 241. 2 - 12MM 0. 1580. YES NO
3 241. 2 - 12MM 1151. 2850. NO YES

B E A M N O. 152 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 14.15 KNS Vc= 35.77 KNS Vs= 0.00 KNS
Tu= 0.14 KN-MET Tc= 1.0 KN-MET Ts= 0.0 KN-MET LOAD 8
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 12 MM 2-LEGGED STIRRUPS AT 121. MM C/C FOR 1190. MM

AT END SUPPORT - Vu= 14.41 KNS Vc= 35.97 KNS Vs= 0.00 KNS
Tu= 0.05 KN-MET Tc= 1.0 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 12 MM 2-LEGGED STIRRUPS AT 121. MM C/C FOR 1190. MM

___ 10J____________________ 2850X 200X 300_____________________ 11J____

| |
||=========================================================================||
| 2No12 H 241.| 0.TO 1580| |2No12 H|241.1151.TO|2850 | | | | | |
| 11*12c/c121 | | | | | | | | | | | | 11*12c/c121 | |
| 2No12 H |59.| 0.TO 2850| | | | | | | | | | | | | |
||=========================================================================||
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________
| | | | | | | | | |
| oo | | oo | | oo | | oo | | oo |
| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |
| | | | | | | | | |
| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |
| oo | | oo | | oo | | oo | | oo |
| | | | | | | | | |
|_________| |_________| |_________| |_________| |_________|

C:\Users\Marcelo\Documents\sideline\RAKET- CELO\2STOREY HOUSE.anl Page 47 of 52

 Sunday, February 21, 2021, 06:38 PM
STAAD SPACE -- PAGE NO. 48

ACI 318-11 BEAM NO. 153 DESIGN RESULTS

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

LEN - 2850. MM FY - 415. FC - 21. MPA, SIZE - 200. X 300. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

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

1 59. 2 - 12MM 0. 2850. YES YES

2 241. 2 - 12MM 0. 1343. YES NO
3 241. 2 - 12MM 914. 2850. NO YES

B E A M N O. 153 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 14.38 KNS Vc= 35.82 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 1.0 KN-MET Ts= 0.0 KN-MET LOAD 8
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 12 MM 2-LEGGED STIRRUPS AT 121. MM C/C FOR 1190. MM

AT END SUPPORT - Vu= 13.49 KNS Vc= 35.66 KNS Vs= 0.00 KNS
Tu= 0.03 KN-MET Tc= 1.0 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 12 MM 2-LEGGED STIRRUPS AT 121. MM C/C FOR 1190. MM

___ 11J____________________ 2849X 200X 300_____________________ 12J____

| |
||=========================================================================||
| 2No12 H 241.| 0.TO 1343No12|H 241. 914.TO 2850 | | | | | | | |
| 11*12c/c121 | | | | | | | | | | | | 11*12c/c121 | |
| 2No12 H |59.| 0.TO 2850| | | | | | | | | | | | | |
||=========================================================================||
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________
| | | | | | | | | |
| oo | | oo | | oo | | oo | | oo |
| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |
| | | | | | | | | |
| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |
| oo | | oo | | oo | | oo | | oo |
| | | | | | | | | |
|_________| |_________| |_________| |_________| |_________|

C:\Users\Marcelo\Documents\sideline\RAKET- CELO\2STOREY HOUSE.anl Page 48 of 52

 Sunday, February 21, 2021, 06:38 PM
STAAD SPACE -- PAGE NO. 49

********************END OF BEAM DESIGN**************************

108. CONCRETE TAKE

109. DESIGN ELEMENT 63 TO 65

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 Sunday, February 21, 2021, 06:38 PM
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ACI 318-11 ELEMENT DESIGN SUMMARY

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

ELEMENT LONG. REINF MOM-X /LOAD TRANS. REINF MOM-Y /LOAD

(SQ.MM/MM) (KN-MM/MM) (SQ.MM/MM) (KN-MM/MM)

FY: 414.997 MPA FC: 21.000 MPA COVER (TOP): 40.000 MM

COVER (BOTTOM): 40.000 MM TH: 125.000 MM
63 BOTT: Longitudinal direction - Only minimum steel required.
63 TOP : Transverse direction - Only minimum steel required.
63 BOTT: Transverse direction - Only minimum steel required.
63 TOP : 0.150 4.31 / 8 0.112 1.66 / 8
BOTT: 0.112 2.82 / 1 0.112 0.60 / 1

FY: 414.997 MPA FC: 21.000 MPA COVER (TOP): 40.000 MM

COVER (BOTTOM): 40.000 MM TH: 125.000 MM
64 TOP : Longitudinal direction - Only minimum steel required.
64 BOTT: Longitudinal direction - Only minimum steel required.
64 TOP : Transverse direction - Only minimum steel required.
64 BOTT: Transverse direction - Only minimum steel required.
64 TOP : 0.112 0.55 / 8 0.112 1.20 / 8
BOTT: 0.112 0.03 / 1 0.112 0.46 / 1

FY: 414.997 MPA FC: 21.000 MPA COVER (TOP): 40.000 MM

COVER (BOTTOM): 40.000 MM TH: 125.000 MM
65 TOP : Longitudinal direction - Only minimum steel required.
65 BOTT: Longitudinal direction - Only minimum steel required.
65 TOP : Transverse direction - Only minimum steel required.
65 BOTT: Transverse direction - Only minimum steel required.
65 TOP : 0.112 0.41 / 7 0.112 0.56 / 8
BOTT: 0.112 0.00 / 1 0.112 0.01 / 1

***************************END OF ELEMENT DESIGN***************************

110. CONCRETE TAKE

111. END CONCRETE DESIGN

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************** CONCRETE TAKE OFF **************

(FOR BEAMS, COLUMNS AND PLATES DESIGNED ABOVE)
NOTE: CONCRETE QUANTITY REPRESENTS VOLUME OF CONCRETE IN BEAMS, COLUMNS, AND PLATES DESIGNED ABOVE.
REINFORCING STEEL QUANTITY REPRESENTS REINFORCING STEEL IN BEAMS AND COLUMNS DESIGNED ABOVE.
REINFORCING STEEL IN PLATES IS NOT INCLUDED IN THE REPORTED QUANTITY.

TOTAL VOLUME OF CONCRETE = 20.5 CU.METER

BAR SIZE WEIGHT

NUMBER (in lbs)
-------- --------
12 2269
16 570
20 781
------------
*** TOTAL= 3621

112. PERFORM ANALYSIS

***********************************************************
* *
* X DIRECTION : Ta = 0.280 Tb = 0.398 Tuser = 0.000 *
* T = 0.280, LOAD FACTOR = 1.000 *
* UBC TYPE = 97 *
* UBC FACTOR V = 0.1553 x 1116.59 = 173.40 KN *
* *
***********************************************************

113. PERFORM ANALYSIS

**WARNING- CONSECUTIVE ANALYSIS COMMANDS. ONLY FIRST USED.

114. PERFORM ANALYSIS

**WARNING- CONSECUTIVE ANALYSIS COMMANDS. ONLY FIRST USED.

115. FINISH

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*********** END OF THE STAAD.Pro RUN ***********

**** DATE= FEB 21,2021 TIME= 18:38:20 ****

************************************************************
* For technical assistance on STAAD.Pro, please visit *
* http://selectservices.bentley.com/en-US/ *
* *
* Details about additional assistance from *
* Bentley and Partners can be found at program menu *
* Help->Technical Support *
* *
* Copyright (c) 1997-2015 Bentley Systems, Inc.
* http://www.bentley.com *
************************************************************

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