- #1
Sadeq
- 107
- 0
I'm very confused regarding this problem
and i will explain in it in details ,hoping anyone can explain the reason
For example we have a bolted connection subjected to torsion ,the bolts will have extra shear in the plane also when i strike a a slab of small building with lateral load(assuming torsion will be create ,because center of mass not equal center of rigidity) this will create torsion and make extra reaction on columns.However, when i put abeam fixed from two sides and make torsion in it this will not create extra reactions,so why!
I feel that i miss something,but can't find it
Please help
and i will explain in it in details ,hoping anyone can explain the reason
For example we have a bolted connection subjected to torsion ,the bolts will have extra shear in the plane also when i strike a a slab of small building with lateral load(assuming torsion will be create ,because center of mass not equal center of rigidity) this will create torsion and make extra reaction on columns.However, when i put abeam fixed from two sides and make torsion in it this will not create extra reactions,so why!
I feel that i miss something,but can't find it
Please help