Scribd
Upload
66 views5 pages

Rc+Steel Frame Building G+5: Job Information

This document contains analysis results for a steel and reinforced concrete frame building with 5 stories above ground. It provides details on the model such as the number of nodes, elements, and load combinations analyzed. Beam displacement and end force results are summarized for a key load combination, with the maximum and minimum values reported for axial force, shear force, torsion, and bending moments.

Uploaded by

Virat Desai
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
66 views5 pages

Rc+Steel Frame Building G+5: Job Information

This document contains analysis results for a steel and reinforced concrete frame building with 5 stories above ground. It provides details on the model such as the number of nodes, elements, and load combinations analyzed. Beam displacement and end force results are summarized for a key load combination, with the maximum and minimum values reported for axial force, shear force, torsion, and bending moments.

Uploaded by

Virat Desai
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
You are on page 1/ 5

Job No Sheet No Rev

RC+STEEL FRAME BUILDING G+5 1


Part
Software licensed to
Job Title Ref

By Date04-Jan-20 Chd

Client File Date/Time 04-Jan-2020 09:31


Structure STEEL +RCC G+5.std

Job Information
Engineer Checked Approved

Name:
Date: 04-Jan-20

Structure Type SPACE FRAME

Number of Nodes 96 Highest Node 96


Number of Elements 224 Highest Beam 224
Number of Plates 5 Highest Plate 229

Number of Basic Load Cases -2


Number of Combination Load Cases 4

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 DEAD LOAD


Primary 2 LIVE LOAD
Combination 3 Generated Indian Code Genral_Structures 1
Combination 4 Generated Indian Code Genral_Structures 2
Combination 5 Generated Indian Code Genral_Structures 3
Combination 6 Generated Indian Code Genral_Structures 4

Beam Displacement Detail Summary


Displacements shown in italic indicate the presence of an offset
Beam L/C d X Y Z Resultant
(m) (mm) (mm) (mm) (mm)
Max X 137 3:Generated Indian Code
2.500
Genral_Structures
0.002 1-0.733 -0.000 0.733
Min X 123 3:Generated Indian Code
4.500
Genral_Structures
-0.002 1-0.697 0.003 0.697
Max Y 1 1:DEAD LOAD 0.000 0.000 0.000 0.000 0.000
Min Y 125 3:Generated Indian Code
1.500
Genral_Structures
0.000 1-0.777 0.001 0.777
Max Z 122 3:Generated Indian Code
2.500
Genral_Structures
-0.000 1-0.733 0.003 0.733
Min Z 142 3:Generated Indian Code
4.500
Genral_Structures
0.001 1-0.737 -0.004 0.737
Max Rst 128 3:Generated Indian Code
3.500
Genral_Structures
-0.001 1-0.777 -0.002 0.777
Job No Sheet No Rev
RC+STEEL FRAME BUILDING G+5 2
Part
Software licensed to
Job Title Ref

By Date04-Jan-20 Chd

Client File Date/Time 04-Jan-2020 09:31


Structure STEEL +RCC G+5.std

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) (kNm) (kNm) (kNm)
Max Fx 150 6 3:Generated Indian 131
Code Genral_Structures
E+3 -80.677 131.078
1 -0.000 541.557 2.53E+3
Min Fx 42 22 3:Generated Indian-291.715
Code Genral_Structures
5.28E+3 1 0.000 -0.000 0.272 -691.517
Max Fy 124 85 3:Generated Indian505.167
Code Genral_Structures
7.41E+3 1 -3.211 -0.151 9.852 2.3E+3
Min Fy 126 88 3:Generated Indian505.167
Code Genral_Structures
-7.41E+3 1 3.211 0.151 9.852 2.3E+3
Max Fz 194 50 3:Generated Indian Code
49E+3Genral_Structures
-236.891 1
747.375 0.002 -1.07E+3 340.214
Min Fz 206 62 3:Generated Indian Code
49E+3Genral_Structures
-236.891 1
-747.375 -0.002 1.07E+3 340.214
Max Mx 123 83 3:Generated Indian488.656
Code Genral_Structures
3.3E+3 1 7.172 0.287 -15.311 -7.77E+3
Min Mx 121 81 3:Generated Indian488.656
Code Genral_Structures
7.29E+3 1-7.172 -0.287 20.548 2.21E+3
Max My 146 18 3:Generated Indian 114
CodeE+3
Genral_Structures
-77.447 325.031
1 -0.003 2.67E+3 2.72E+3
Min My 158 30 3:Generated Indian 114
CodeE+3
Genral_Structures
-77.447 -325.031
1 0.003 -2.67E+3 2.72E+3
Max Mz 149 21 3:Generated Indian 114
CodeE+3
Genral_Structures
-197.681 126.067
1 0.001 1.02E+3 7.04E+3
Min Mz 134 86 3:Generated Indian651.527
Code Genral_Structures
-3.16E+3 1 2.786 0.145 4.472 -8.73E+3

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) (kNm) (kNm) (kNm)
Max Fx 150 3:Generated Indian Code
0.000
Genral_Structures
131E+3 -80.677
1 131.078 -0.000 541.557 2.53E+3
Min Fx 42 3:Generated Indian Code
0.000
Genral_Structures
-291.715 5.28
1 E+3 0.000 -0.000 0.272 -691.517
Max Fy 124 3:Generated Indian Code
0.000
Genral_Structures
505.167 1 E+3
7.41 -3.211 -0.151 9.852 2.3E+3
Min Fy 126 3:Generated Indian Code
5.000
Genral_Structures
505.167 -7.411 E+3 3.211 0.151 9.852 2.3E+3
Max Fz 194 3:Generated Indian Code
0.000
Genral_Structures
49E+3 -236.891
1 747.375 0.002 -1.07E+3 340.214
Min Fz 206 3:Generated Indian Code
0.000
Genral_Structures
49E+3 -236.891
1 -747.375 -0.002 1.07E+3 340.214
Max Mx 123 3:Generated Indian Code
0.000
Genral_Structures
488.656 13.3E+3 7.172 0.287 -15.311 -7.77E+3
Min Mx 121 3:Generated Indian Code
0.000
Genral_Structures
488.656 7.29
1 E+3 -7.172 -0.287 20.548 2.21E+3
Max My 146 3:Generated Indian Code
4.000
Genral_Structures
114E+3 -77.447
1 325.031 -0.003 2.67E+3 2.72E+3
Min My 158 3:Generated Indian Code
4.000
Genral_Structures
114E+3 -77.447
1 -325.031 0.003 -2.67E+3 2.72E+3
Max Mz 149 3:Generated Indian Code
4.000
Genral_Structures
114E+3 -197.681
1 126.067 0.001 1.02E+3 7.04E+3
Min Mz 138 3:Generated Indian Code
2.500
Genral_Structures
943.437 1-0.001 -0.000 -0.000 -0.865 -14.5E+3
Job No Sheet No Rev
RC+STEEL FRAME BUILDING G+5 3
Part
Software licensed to
Job Title Ref

By Date04-Jan-20 Chd

Client File Date/Time 04-Jan-2020 09:31


Structure STEEL +RCC G+5.std

Plate Center Stress Summary


Shear Membrane Bending
Plate L/C Qx Qy Sx Sy Sxy Mx My Mxy
(N/mm2) (N/mm2) (N/mm2) (N/mm2) (N/mm2) (kNm/m) (kNm/m) (kNm/m)
Max Qx 226 5:Generated Indian Code Genral_Structures
0.000 0.000 3 0.001 0.001 0.000 0.001 0.001 0.000
Min Qx 229 3:Generated Indian Code Genral_Structures
-0.000 -0.000 1-0.008 -0.010 0.000 0.002 0.002 0.000
Max Qy 227 3:Generated Indian Code
-0.000
Genral_Structures
0.000 1 0.001 0.001 -0.000 0.002 0.002 0.000
Min Qy 228 5:Generated Indian Code
-0.000
Genral_Structures
-0.000 3-0.000 -0.001 -0.000 0.001 0.001 0.000
Max Sx 225 3:Generated Indian Code
-0.000
Genral_Structures
-0.000 1 0.003 0.003 0.000 0.001 0.001 0.000
Min Sx 229 3:Generated Indian Code
-0.000
Genral_Structures
-0.000 1-0.008 -0.010 0.000 0.002 0.002 0.000
Max Sy 225 3:Generated Indian Code
-0.000
Genral_Structures
-0.000 1 0.003 0.003 0.000 0.001 0.001 0.000
Min Sy 229 3:Generated Indian Code
-0.000
Genral_Structures
-0.000 1-0.008 -0.010 0.000 0.002 0.002 0.000
Max Sxy 229 2:LIVE LOAD -0.000 -0.000 -0.003 -0.003 0.000 0.001 0.001 -0.000
Min Sxy 229 5:Generated Indian Code
-0.000
Genral_Structures
0.000 3-0.004 -0.005 -0.000 0.001 0.001 0.000
Max Mx 229 3:Generated Indian Code
-0.000
Genral_Structures
-0.000 1-0.008 -0.010 0.000 0.002 0.002 0.000
Min Mx 225 6:Generated Indian Code
0.000
Genral_Structures
0.000 4 0.001 0.001 0.000 0.000 0.000 0.000
Max My 229 3:Generated Indian Code
-0.000
Genral_Structures
-0.000 1-0.008 -0.010 0.000 0.002 0.002 0.000
Min My 225 6:Generated Indian Code
0.000
Genral_Structures
0.000 4 0.001 0.001 0.000 0.000 0.000 0.000
Max Mxy 227 5:Generated Indian Code
0.000
Genral_Structures
0.000 3 0.001 0.001 0.000 0.001 0.001 0.000
Min Mxy 228 2:LIVE LOAD -0.000 0.000 -0.000 -0.000 0.000 0.001 0.001 -0.000

Reaction Summary
Horizontal Vertical Horizontal Moment
Node L/C FX FY FZ MX MY MZ
(kN) (kN) (kN) (kNm) (kNm) (kNm)
Max FX 5 3:Generated Indian197.681
Code Genral_Structures
138E+3 126.067
1 -518.183 0.001 10.7E+3
Min FX 8 3:Generated Indian-197.681
Code Genral_Structures
138E+3 126.067
1 -518.183 -0.001 -10.7E+3
Max FY 6 3:Generated Indian Code
80.677
Genral_Structures
152E+3 131.078
1 -541.557 -0.000 2.53E+3
Min FY 1 6:Generated Indian Code
57.865
Genral_Structures
37.6E+3 495.257 -1.73E+3 -0.000 3.16E+3
Max FZ 2 3:Generated Indian Code
77.447
Genral_Structures
138E+3 1
325.031 -5.8E+3 -0.003 2.42E+3
Min FZ 14 3:Generated Indian Code
77.447
Genral_Structures
138E+3 1
-325.031 5.8E+3 0.003 2.42E+3
Max MX 14 3:Generated Indian Code
77.447
Genral_Structures
138E+3 -325.031
1 5.8E+3 0.003 2.42E+3
Min MX 2 3:Generated Indian Code
77.447
Genral_Structures
138E+3 325.031
1 -5.8E+3 -0.003 2.42E+3
Max MY 3 3:Generated Indian -77.447
Code Genral_Structures
138E+3 325.031
1 -5.8E+3 0.003 -2.42E+3
Min MY 2 3:Generated Indian Code
77.447
Genral_Structures
138E+3 325.031
1 -5.8E+3 -0.003 2.42E+3
Max MZ 5 3:Generated Indian197.681
Code Genral_Structures
138E+3 126.067
1 -518.183 0.001 10.7E+3
Min MZ 8 3:Generated Indian-197.681
Code Genral_Structures
138E+3 126.067
1 -518.183 -0.001 -10.7E+3
Job No Sheet No Rev
RC+STEEL FRAME BUILDING G+5 4
Part
Software licensed to
Job Title Ref

By Date04-Jan-20 Chd

Client File Date/Time 04-Jan-2020 09:31


Structure STEEL +RCC G+5.std

Max Absolute
N/mm2
<= 0
0.001
0.001
0.001
0.001
0.001
0.002
0.002
0.002
0.002
0.002
0.003
0.003
0.003
0.003
0.003
>= 0.003

Y
X
Z Load 2

Whole Structure (PLATE REACTION)

Y
Z X
Load 2 : Shear Y

Whole Structure SHEAR FORCE


Job No Sheet No Rev
RC+STEEL FRAME BUILDING G+5 5
Part
Software licensed to
Job Title Ref

By Date04-Jan-20 Chd

Client File Date/Time 04-Jan-2020 09:31


Structure STEEL +RCC G+5.std

Y
Z X
Load 2 : Bending Z

Whole Structure BMD

You might also like