fasboater
Structural
- Jan 3, 2007
- 73
I am prepairing for the SE in April and struggling with axial influence lines. Question number four of the 246 Solved Structural engineering Problems by Dale Buckner essentially gives a steel bridge truss. He wants axial influence lines constructed for members in this truss. How do you draw an influence line for axial loading?
The first part of the problem yields a section that has a reaction of 2k in compression.
Thanks
The first part of the problem yields a section that has a reaction of 2k in compression.
Thanks