Scribd
Upload
50 views2 pages

Job Information: Engineer Checked Approved

This document summarizes the results of a structural analysis of a 3 node, 2 element space frame structure. It includes beam force details for Load Case 1, listing the axial, shear, torsion, and bending forces on each beam at incremental distances from the beam ends. The results indicate Beam 1 experiences axial compression of 20 kN and Beam 2 experiences axial tension of 22.3 kN under Load Case 1.

Uploaded by

Anonymous sfkedkym
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
50 views2 pages

Job Information: Engineer Checked Approved

This document summarizes the results of a structural analysis of a 3 node, 2 element space frame structure. It includes beam force details for Load Case 1, listing the axial, shear, torsion, and bending forces on each beam at incremental distances from the beam ends. The results indicate Beam 1 experiences axial compression of 20 kN and Beam 2 experiences axial tension of 22.3 kN under Load Case 1.

Uploaded by

Anonymous sfkedkym
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/ 2

Job No Sheet No Rev

1
Part
Software licensed to
Job Title Ref

By Date04-Mar-18 Chd

Client File Structure1.std Date/Time 04-Mar-2018 23:29

Job Information
Engineer Checked Approved

Name:
Date: 04-Mar-18

Structure Type SPACE FRAME

Number of Nodes 3 Highest Node 3


Number of Elements 2 Highest Beam 2

Number of Basic Load Cases 1


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 LOAD CASE 1

Beam Force Detail


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) (Mton) (Mton) (Mton) (kNm) (kNm) (kNm)
1 1:LOAD CASE 1 0.000 -20.000 -0.094 0.000 0.000 0.000 0.000
0.200 -20.000 -0.094 0.000 0.000 0.000 0.184
0.400 -20.000 -0.094 0.000 0.000 0.000 0.367
0.600 -20.000 -0.094 0.000 0.000 0.000 0.551
0.800 -20.000 -0.094 0.000 0.000 0.000 0.734
1.000 -20.000 -0.094 0.000 0.000 0.000 0.918
1.200 -20.000 -0.094 0.000 0.000 0.000 1.101
1.400 -20.000 -0.094 0.000 0.000 0.000 1.285
1.600 -20.000 -0.094 0.000 0.000 0.000 1.469
1.800 -20.000 -0.094 0.000 0.000 0.000 1.652
2.000 -20.000 -0.094 -0.000 -0.000 -0.000 1.836
2 1:LOAD CASE 1 0.000 22.319 -0.084 0.000 0.000 0.000 -1.836
0.224 22.319 -0.084 0.000 0.000 0.000 -1.652
0.447 22.319 -0.084 0.000 0.000 0.000 -1.469
0.671 22.319 -0.084 0.000 0.000 0.000 -1.285
0.894 22.319 -0.084 0.000 0.000 0.000 -1.101
1.118 22.319 -0.084 0.000 0.000 0.000 -0.918
1.342 22.319 -0.084 0.000 0.000 0.000 -0.734
1.565 22.319 -0.084 0.000 0.000 0.000 -0.551

Print Time/Date: 04/03/2018 23:30 STAAD.Pro for Windows 20.07.04.12 Print Run 1 of 2
Job No Sheet No Rev
2
Part
Software licensed to
Job Title Ref

By Date04-Mar-18 Chd

Client File Structure1.std Date/Time 04-Mar-2018 23:29

Beam Force Detail Cont...


Axial Shear Torsion Bending
Beam L/C d Fx Fy Fz Mx My Mz
(m) (Mton) (Mton) (Mton) (kNm) (kNm) (kNm)
1.789 22.319 -0.084 0.000 0.000 0.000 -0.367
2.012 22.319 -0.084 0.000 0.000 0.000 -0.184
2.236 22.319 -0.084 -0.000 -0.000 -0.000 -0.000

Print Time/Date: 04/03/2018 23:30 STAAD.Pro for Windows 20.07.04.12 Print Run 2 of 2

You might also like