- #1
KV-1
- 16
- 1
Problem:
I do not know how to approach this problem. For a beam which has two reactions, the shear stress is equivalent to the reaction.
I suppose that the stress is calculated using moment some how. But how?
For seeing if the beam is allowable stress design compliant, you can use the maximum shear load of steel, which is 14,000lb/in^2
I do not know how to approach this problem. For a beam which has two reactions, the shear stress is equivalent to the reaction.
I suppose that the stress is calculated using moment some how. But how?
For seeing if the beam is allowable stress design compliant, you can use the maximum shear load of steel, which is 14,000lb/in^2