- #1
Sadeq
- 107
- 0
Guys when beam like this subjected to axial load only,it will create shear forces if we take a section inclined at an angle
and this make since ,however when we design we don't look at inclined sections ,we just
draw axial force diagram and we notice that there is not shear diagram , so this implies no shear force in section,however there is shear force at inclined surfaces
So wht we don't consider it in design
I'm really confused.
and this make since ,however when we design we don't look at inclined sections ,we just
draw axial force diagram and we notice that there is not shear diagram , so this implies no shear force in section,however there is shear force at inclined surfaces
So wht we don't consider it in design
I'm really confused.