Which Stress to use-STAAD
Which Stress to use-STAAD
(OP)
I have just modelled a steel plate SILO with plate elements. I have applied just one plate load internally. Now I need to see what is the stress in Silo plate members. The plate contour have a number of stresses, Von MIse, Tresca, SX, SQX.. which one I should use






RE: Which Stress to use-STAAD
RE: Which Stress to use-STAAD
RE: Which Stress to use-STAAD