Job No Sheet No Rev

001 1 0

Part 1
Software licensed to engg
Job Title Design Analysis Of 3 Storey Building Ref n/a
By mrrh Date04-Dec-18 Chd mrrh
Client MR. Gabriel Abad File 3StoreyResHouse.std Date/Time 04-Dec-2018 22:16

Job Information
Engineer Checked Approved

Name: mrrh mrrh rkw_Gomez

Date: 04-Dec-18

Structure Type SPACE FRAME

Number of Nodes 100 Highest Node 100

Number of Elements 204 Highest Beam 204

Number of Basic Load Cases -2

Number of Combination Load Cases 0

Included in this printout are data for:

All The Whole Structure

Included in this printout are results for load cases:

Type L/C Name

Primary 1 EQX
Primary 2 EQZ

Section Properties
Prop Section Area Iyy Izz J Material
(in2) (in4) (in4) (in4)
1 Rect 16.00x10.00 159.896 1.33E+3 3.41E+3 3.26E+3 CONCRETE
2 Rect 12.00x8.00 96.048 512.768 1.15E+3 1.2E+3 CONCRETE

Beam Profile Stress

There is no data of this type - Analysis results are not available

Beam Displacement Detail Summary

Displacements shown in italic indicate the presence of an offset
Beam L/C d X Y Z Resultant
(m) (in) (in) (in) (in)
Max X 180 1:EQX 1.676 0.218 0.003 -0.000 0.218
Min X 160 2:EQZ 1.006 -0.001 -0.003 0.338 0.338
Max Y 187 2:EQZ 2.682 0.000 0.013 0.086 0.086
Min Y 147 2:EQZ 0.671 0.000 -0.013 0.085 0.086
Max Z 122 2:EQZ 2.743 0.000 -0.002 0.354 0.354
Min Z 13 1:EQX 0.823 0.202 -0.001 -0.001 0.202
Max Rst 122 2:EQZ 2.743 0.000 -0.002 0.354 0.354

Print Time/Date: 04/12/2018 22:32 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 1 of 9
 Job No Sheet No Rev
001 2 0

Part 1
Software licensed to engg
Job Title Design Analysis Of 3 Storey Building Ref n/a
By mrrh Date04-Dec-18 Chd mrrh
Client MR. Gabriel Abad File 3StoreyResHouse.std Date/Time 04-Dec-2018 22:16

Beam End Force Summary

The signs of the forces at end B of each beam have been reversed. For example: this means that the Min Fx entry gives the largest
tension value for an beam.
Axial Shear Torsion Bending
Beam Node L/C Fx Fy Fz Mx My Mz
(kN) (kN) (kN) (kN-m) (kN-m) (kN-m)
Max Fx 57 30 1:EQX 30.242 11.468 0.003 -0.056 -0.003 22.124
Min Fx 53 26 1:EQX -30.242 11.468 -0.003 -0.056 0.003 22.124
Max Fy 54 27 1:EQX 1.104 14.724 0.000 -0.034 -0.000 24.538
Min Fy 41 36 1:EQX 0.469 -9.880 -0.137 -0.000 0.204 -13.884
Max Fz 52 49 2:EQZ -0.054 -0.001 0.488 0.014 -0.657 -0.001
Min Fz 55 28 2:EQZ 3.042 -0.000 -14.985 0.000 21.239 -0.000
Max Mx 23 7 2:EQZ -17.974 0.007 -8.572 0.101 9.438 0.007
Min Mx 25 9 2:EQZ -17.974 -0.007 -8.572 -0.101 9.438 -0.007
Max My 55 28 2:EQZ 3.042 -0.000 -14.985 0.000 21.239 -0.000
Min My 60 38 2:EQZ 1.767 -0.000 -14.882 -0.000 -17.132 0.000
Max Mz 54 27 1:EQX 1.104 14.724 0.000 -0.034 -0.000 24.538
Min Mz 147 8 2:EQZ -1.484 -9.786 0.000 0.000 -0.000 -17.204

Beam Force Detail Summary

Sign convention as diagrams:- positive above line, negative below line except Fx where positive is compression. Distance d is given from
beam end A.
Axial Shear Torsion Bending
Beam L/C d Fx Fy Fz Mx My Mz
(m) (kN) (kN) (kN) (kN-m) (kN-m) (kN-m)
Max Fx 57 1:EQX 0.000 30.242 11.468 0.003 -0.056 -0.003 22.124
Min Fx 53 1:EQX 0.000 -30.242 11.468 -0.003 -0.056 0.003 22.124
Max Fy 54 1:EQX 0.000 1.104 14.724 0.000 -0.034 -0.000 24.538
Min Fy 41 1:EQX 0.000 0.469 -9.880 -0.137 -0.000 0.204 -13.884
Max Fz 52 2:EQZ 0.000 -0.054 -0.001 0.488 0.014 -0.657 -0.001
Min Fz 55 2:EQZ 0.000 3.042 -0.000 -14.985 0.000 21.239 -0.000
Max Mx 23 2:EQZ 0.000 -17.974 0.007 -8.572 0.101 9.438 0.007
Min Mx 25 2:EQZ 0.000 -17.974 -0.007 -8.572 -0.101 9.438 -0.007
Max My 55 2:EQZ 0.000 3.042 -0.000 -14.985 0.000 21.239 -0.000
Min My 60 2:EQZ 2.286 1.767 -0.000 -14.882 -0.000 -17.132 0.000
Max Mz 54 1:EQX 0.000 1.104 14.724 0.000 -0.034 -0.000 24.538
Min Mz 147 2:EQZ 0.000 -1.484 -9.786 0.000 0.000 -0.000 -17.204

Print Time/Date: 04/12/2018 22:32 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 2 of 9
 Job No Sheet No Rev
001 3 0

Part 1
Software licensed to engg
Job Title Design Analysis Of 3 Storey Building Ref n/a
By mrrh Date04-Dec-18 Chd mrrh
Client MR. Gabriel Abad File 3StoreyResHouse.std Date/Time 04-Dec-2018 22:16

Reaction Summary
Horizontal Vertical Horizontal Moment
Node L/C FX FY FZ MX MY MZ
(kN) (kN) (kN) (kN-m) (kN-m) (kN-m)
Max FX 5 2:EQZ 0.006 -26.807 -10.967 -17.769 -0.087 -0.009
Min FX 27 1:EQX -14.724 1.104 0.000 0.000 -0.034 24.538
Max FY 30 1:EQX -11.468 30.242 0.003 0.003 -0.056 22.124
Min FY 26 1:EQX -11.468 -30.242 -0.003 -0.003 -0.056 22.124
Max FZ 5 1:EQX -10.649 28.289 0.004 0.005 -0.074 20.600
Min FZ 28 2:EQZ 0.000 3.042 -14.985 -21.239 0.000 -0.000
Max MX 5 1:EQX -10.649 28.289 0.004 0.005 -0.074 20.600
Min MX 28 2:EQZ 0.000 3.042 -14.985 -21.239 0.000 -0.000
Max MY 1 2:EQZ -0.006 -26.807 -10.967 -17.769 0.087 0.009
Min MY 5 2:EQZ 0.006 -26.807 -10.967 -17.769 -0.087 -0.009
Max MZ 27 1:EQX -14.724 1.104 0.000 0.000 -0.034 24.538
Min MZ 5 2:EQZ 0.006 -26.807 -10.967 -17.769 -0.087 -0.009

Statics Check Results

L/C FX FY FZ MX MY MZ
(kN) (kN) (kN) (kN-m) (kN-m) (kN-m)
1:EQX Loads 258.708 0.000 0.000 0.000 1.3E+3 -1.72E+3
1:EQX Reactions -258.708 -0.000 -0.000 0.000 -1.3E+3 1.72E+3
Difference 0.000 -0.000 -0.000 0.000 0.000 -0.000
2:EQZ Loads 0.000 0.000 258.708 1.72E+3 -1.42E+3 0.000
2:EQZ Reactions -0.000 -0.000 -258.708 -1.72E+3 1.42E+3 0.000
Difference -0.000 -0.000 -0.000 -0.000 0.000 0.000

Node Displacement Summary

Node L/C X Y Z Resultant rX rY rZ
(in) (in) (in) (in) (rad) (rad) (rad)
Max X 46 1:EQX 0.217 0.003 0.000 0.217 -0.000 0.000 -0.000
Min X 25 2:EQZ -0.000 0.002 0.339 0.339 0.000 0.000 -0.000
Max Y 46 1:EQX 0.217 0.003 0.000 0.217 -0.000 0.000 -0.000
Min Y 50 1:EQX 0.217 -0.003 -0.000 0.217 0.000 0.000 -0.000
Max Z 23 2:EQZ -0.000 0.002 0.354 0.354 0.000 0.000 0.000
Min Z 25 1:EQX 0.202 -0.002 -0.000 0.202 0.000 0.000 -0.000
Max rX 8 2:EQZ -0.000 0.001 0.085 0.085 0.001 -0.000 0.000
Min rX 21 1:EQX 0.202 0.002 0.000 0.202 -0.000 0.000 -0.000
Max rY 25 2:EQZ -0.000 0.002 0.339 0.339 0.000 0.000 -0.000
Min rY 21 2:EQZ 0.000 0.002 0.339 0.339 0.000 -0.000 0.000
Max rZ 22 2:EQZ 0.000 0.002 0.350 0.350 0.000 -0.000 0.000
Min rZ 36 1:EQX 0.118 0.002 0.000 0.118 -0.000 0.000 -0.001
Max Rst 23 2:EQZ -0.000 0.002 0.354 0.354 0.000 0.000 0.000

Print Time/Date: 04/12/2018 22:32 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 3 of 9
 Job No Sheet No Rev
001 4 0

Part 1
Software licensed to engg
Job Title Design Analysis Of 3 Storey Building Ref n/a
By mrrh Date04-Dec-18 Chd mrrh
Client MR. Gabriel Abad File 3StoreyResHouse.std Date/Time 04-Dec-2018 22:16

Beams
Beam Node A Node B Length Property 
(m) (degrees)
1 6 7 2.743 2 0
2 7 8 2.743 2 0
3 8 9 2.743 2 0
4 9 10 2.743 2 0
5 11 12 2.743 2 0
6 12 13 2.743 2 0
7 13 14 2.743 2 0
8 14 15 2.743 2 0
9 16 17 2.743 2 0
10 17 18 2.743 2 0
11 18 19 2.743 2 0
12 19 20 2.743 2 0
13 21 22 2.743 2 0
14 22 23 2.743 2 0
15 23 24 2.743 2 0
16 24 25 2.743 2 0
17 1 6 2.286 1 0
18 2 7 2.286 1 0
19 3 8 2.286 1 0
20 4 9 2.286 1 0
21 5 10 2.286 1 0
22 6 11 2.286 1 0
23 7 12 2.286 1 0
24 8 13 2.286 1 0
25 9 14 2.286 1 0
26 10 15 2.286 1 0
27 11 16 2.286 1 0
28 12 17 2.286 1 0
29 13 18 2.286 1 0
30 14 19 2.286 1 0
31 15 20 2.286 1 0
32 16 21 2.286 1 0
33 17 22 2.286 1 0
34 18 23 2.286 1 0
35 19 24 2.286 1 0
36 20 25 2.286 1 0
37 31 32 2.743 2 0
38 32 33 2.743 2 0
39 33 34 2.743 2 0
40 34 35 2.743 2 0
41 36 37 2.743 2 0
42 37 38 2.743 2 0
43 38 39 2.743 2 0
44 39 40 2.743 2 0
45 41 42 2.743 2 0
46 42 43 2.743 2 0
47 43 44 2.743 2 0
48 44 45 2.743 2 0
49 46 47 2.743 2 0

Print Time/Date: 04/12/2018 22:32 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 4 of 9
 Job No Sheet No Rev
001 5 0

Part 1
Software licensed to engg
Job Title Design Analysis Of 3 Storey Building Ref n/a
By mrrh Date04-Dec-18 Chd mrrh
Client MR. Gabriel Abad File 3StoreyResHouse.std Date/Time 04-Dec-2018 22:16

Beams Cont...
Beam Node A Node B Length Property 
(m) (degrees)
50 47 48 2.743 2 0
51 48 49 2.743 2 0
52 49 50 2.743 2 0
53 26 31 2.286 1 0
54 27 32 2.286 1 0
55 28 33 2.286 1 0
56 29 34 2.286 1 0
57 30 35 2.286 1 0
58 31 36 2.286 1 0
59 32 37 2.286 1 0
60 33 38 2.286 1 0
61 34 39 2.286 1 0
62 35 40 2.286 1 0
63 36 41 2.286 1 0
64 37 42 2.286 1 0
65 38 43 2.286 1 0
66 39 44 2.286 1 0
67 40 45 2.286 1 0
68 41 46 2.286 1 0
69 42 47 2.286 1 0
70 43 48 2.286 1 0
71 44 49 2.286 1 0
72 45 50 2.286 1 0
73 56 57 2.743 2 0
74 57 58 2.743 2 0
75 58 59 2.743 2 0
76 59 60 2.743 2 0
77 61 62 2.743 2 0
78 62 63 2.743 2 0
79 63 64 2.743 2 0
80 64 65 2.743 2 0
81 66 67 2.743 2 0
82 67 68 2.743 2 0
83 68 69 2.743 2 0
84 69 70 2.743 2 0
85 71 72 2.743 2 0
86 72 73 2.743 2 0
87 73 74 2.743 2 0
88 74 75 2.743 2 0
89 51 56 2.286 1 0
90 52 57 2.286 1 0
91 53 58 2.286 1 0
92 54 59 2.286 1 0
93 55 60 2.286 1 0
94 56 61 2.286 1 0
95 57 62 2.286 1 0
96 58 63 2.286 1 0
97 59 64 2.286 1 0
98 60 65 2.286 1 0

Print Time/Date: 04/12/2018 22:32 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 5 of 9
 Job No Sheet No Rev
001 6 0

Part 1
Software licensed to engg
Job Title Design Analysis Of 3 Storey Building Ref n/a
By mrrh Date04-Dec-18 Chd mrrh
Client MR. Gabriel Abad File 3StoreyResHouse.std Date/Time 04-Dec-2018 22:16

Beams Cont...
Beam Node A Node B Length Property 
(m) (degrees)
99 61 66 2.286 1 0
100 62 67 2.286 1 0
101 63 68 2.286 1 0
102 64 69 2.286 1 0
103 65 70 2.286 1 0
104 66 71 2.286 1 0
105 67 72 2.286 1 0
106 68 73 2.286 1 0
107 69 74 2.286 1 0
108 70 75 2.286 1 0
109 81 82 2.743 2 0
110 82 83 2.743 2 0
111 83 84 2.743 2 0
112 84 85 2.743 2 0
113 86 87 2.743 2 0
114 87 88 2.743 2 0
115 88 89 2.743 2 0
116 89 90 2.743 2 0
117 91 92 2.743 2 0
118 92 93 2.743 2 0
119 93 94 2.743 2 0
120 94 95 2.743 2 0
121 96 97 2.743 2 0
122 97 98 2.743 2 0
123 98 99 2.743 2 0
124 99 100 2.743 2 0
125 76 81 2.286 1 0
126 77 82 2.286 1 0
127 78 83 2.286 1 0
128 79 84 2.286 1 0
129 80 85 2.286 1 0
130 81 86 2.286 1 0
131 82 87 2.286 1 0
132 83 88 2.286 1 0
133 84 89 2.286 1 0
134 85 90 2.286 1 0
135 86 91 2.286 1 0
136 87 92 2.286 1 0
137 88 93 2.286 1 0
138 89 94 2.286 1 0
139 90 95 2.286 1 0
140 91 96 2.286 1 0
141 92 97 2.286 1 0
142 93 98 2.286 1 0
143 94 99 2.286 1 0
144 95 100 2.286 1 0
145 6 31 3.353 2 0
146 7 32 3.353 2 0
147 8 33 3.353 2 0

Print Time/Date: 04/12/2018 22:32 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 6 of 9
 Job No Sheet No Rev
001 7 0

Part 1
Software licensed to engg
Job Title Design Analysis Of 3 Storey Building Ref n/a
By mrrh Date04-Dec-18 Chd mrrh
Client MR. Gabriel Abad File 3StoreyResHouse.std Date/Time 04-Dec-2018 22:16

Beams Cont...
Beam Node A Node B Length Property 
(m) (degrees)
148 9 34 3.353 2 0
149 10 35 3.353 2 0
150 11 36 3.353 2 0
151 12 37 3.353 2 0
152 13 38 3.353 2 0
153 14 39 3.353 2 0
154 15 40 3.353 2 0
155 16 41 3.353 2 0
156 17 42 3.353 2 0
157 18 43 3.353 2 0
158 19 44 3.353 2 0
159 20 45 3.353 2 0
160 21 46 3.353 2 0
161 22 47 3.353 2 0
162 23 48 3.353 2 0
163 24 49 3.353 2 0
164 25 50 3.353 2 0
165 31 56 3.353 2 0
166 32 57 3.353 2 0
167 33 58 3.353 2 0
168 34 59 3.353 2 0
169 35 60 3.353 2 0
170 36 61 3.353 2 0
171 37 62 3.353 2 0
172 38 63 3.353 2 0
173 39 64 3.353 2 0
174 40 65 3.353 2 0
175 41 66 3.353 2 0
176 42 67 3.353 2 0
177 43 68 3.353 2 0
178 44 69 3.353 2 0
179 45 70 3.353 2 0
180 46 71 3.353 2 0
181 47 72 3.353 2 0
182 48 73 3.353 2 0
183 49 74 3.353 2 0
184 50 75 3.353 2 0
185 56 81 3.353 2 0
186 57 82 3.353 2 0
187 58 83 3.353 2 0
188 59 84 3.353 2 0
189 60 85 3.353 2 0
190 61 86 3.353 2 0
191 62 87 3.353 2 0
192 63 88 3.353 2 0
193 64 89 3.353 2 0
194 65 90 3.353 2 0
195 66 91 3.353 2 0
196 67 92 3.353 2 0

Print Time/Date: 04/12/2018 22:32 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 7 of 9
 Job No Sheet No Rev
001 8 0

Part 1
Software licensed to engg
Job Title Design Analysis Of 3 Storey Building Ref n/a
By mrrh Date04-Dec-18 Chd mrrh
Client MR. Gabriel Abad File 3StoreyResHouse.std Date/Time 04-Dec-2018 22:16

Beams Cont...
Beam Node A Node B Length Property 
(m) (degrees)
197 68 93 3.353 2 0
198 69 94 3.353 2 0
199 70 95 3.353 2 0
200 71 96 3.353 2 0
201 72 97 3.353 2 0
202 73 98 3.353 2 0
203 74 99 3.353 2 0
204 75 100 3.353 2 0

Reactions
Horizontal Vertical Horizontal Moment
Node L/C FX FY FZ MX MY MZ
(kN) (kN) (kN) (kN-m) (kN-m) (kN-m)
1 1:EQX -10.649 -28.289 -0.004 -0.005 -0.074 20.600
2:EQZ -0.006 -26.807 -10.967 -17.769 0.087 0.009
2 1:EQX -13.698 1.033 0.001 0.001 -0.035 22.861
2:EQZ -0.005 -27.637 -11.361 -18.383 0.084 0.007
3 1:EQX -13.627 0.000 0.000 0.000 -0.042 22.821
2:EQZ 0.000 -27.984 -11.506 -18.616 0.000 -0.000
4 1:EQX -13.698 -1.033 -0.001 -0.001 -0.035 22.861
2:EQZ 0.005 -27.637 -11.361 -18.383 -0.084 -0.007
5 1:EQX -10.649 28.289 0.004 0.005 -0.074 20.600
2:EQZ 0.006 -26.807 -10.967 -17.769 -0.087 -0.009
26 1:EQX -11.468 -30.242 -0.003 -0.003 -0.056 22.124
2:EQZ 0.001 2.917 -14.305 -20.286 0.050 -0.002
27 1:EQX -14.724 1.104 0.000 0.000 -0.034 24.538
2:EQZ 0.001 3.004 -14.799 -20.975 0.060 -0.001
28 1:EQX -14.648 0.000 0.000 0.000 -0.037 24.495
2:EQZ 0.000 3.042 -14.985 -21.239 0.000 -0.000
29 1:EQX -14.724 -1.104 -0.000 -0.000 -0.034 24.538
2:EQZ -0.001 3.004 -14.799 -20.975 -0.060 0.001
30 1:EQX -11.468 30.242 0.003 0.003 -0.056 22.124
2:EQZ -0.001 2.917 -14.305 -20.286 -0.050 0.002
51 1:EQX -11.468 -30.242 0.003 0.003 0.056 22.124
2:EQZ -0.001 -2.917 -14.305 -20.286 0.050 0.002
52 1:EQX -14.724 1.104 -0.000 -0.000 0.034 24.538
2:EQZ -0.001 -3.004 -14.799 -20.975 0.060 0.001
53 1:EQX -14.648 0.000 0.000 0.000 0.037 24.495
2:EQZ -0.000 -3.042 -14.985 -21.239 -0.000 0.000
54 1:EQX -14.724 -1.104 0.000 0.000 0.034 24.538
2:EQZ 0.001 -3.004 -14.799 -20.975 -0.060 -0.001
55 1:EQX -11.468 30.242 -0.003 -0.003 0.056 22.124
2:EQZ 0.001 -2.917 -14.305 -20.286 -0.050 -0.002
76 1:EQX -10.649 -28.289 0.004 0.005 0.074 20.600
2:EQZ 0.006 26.807 -10.967 -17.769 0.087 -0.009
77 1:EQX -13.698 1.033 -0.001 -0.001 0.035 22.861
2:EQZ 0.005 27.637 -11.361 -18.383 0.084 -0.007

Print Time/Date: 04/12/2018 22:32 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 8 of 9
 Job No Sheet No Rev
001 9 0

Part 1
Software licensed to engg
Job Title Design Analysis Of 3 Storey Building Ref n/a
By mrrh Date04-Dec-18 Chd mrrh
Client MR. Gabriel Abad File 3StoreyResHouse.std Date/Time 04-Dec-2018 22:16

Reactions Cont...
Horizontal Vertical Horizontal Moment
Node L/C FX FY FZ MX MY MZ
(kN) (kN) (kN) (kN-m) (kN-m) (kN-m)
78 1:EQX -13.627 -0.000 -0.000 -0.000 0.042 22.821
2:EQZ -0.000 27.984 -11.506 -18.616 -0.000 0.000
79 1:EQX -13.698 -1.033 0.001 0.001 0.035 22.861
2:EQZ -0.005 27.637 -11.361 -18.383 -0.084 0.007
80 1:EQX -10.649 28.289 -0.004 -0.005 0.074 20.600
2:EQZ -0.006 26.807 -10.967 -17.769 -0.087 0.009

Print Time/Date: 04/12/2018 22:32 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 9 of 9