yjung
Civil/Environmental
- Dec 29, 2000
- 57
Hi,
While I calculate the max shear stress at the base of a pole,
Do I have to combine the direct shear and torsional shear or they are never occurs together??
I am not sure, but I think, the torsional shear is circling shear force and the direct shear is against one side and add on the other side. It looks like direct shear effect is zero with torsional shear. Am I right?
Please help. confusing.
While I calculate the max shear stress at the base of a pole,
Do I have to combine the direct shear and torsional shear or they are never occurs together??
I am not sure, but I think, the torsional shear is circling shear force and the direct shear is against one side and add on the other side. It looks like direct shear effect is zero with torsional shear. Am I right?
Please help. confusing.