rquerin
Structural
- Aug 20, 2002
- 19
I am fairly sure there was an update to the method of calculating the local bearing capacity of beams with respect to web crippling and stiffener requirements. I thought something was updated lately (newer than whats in my S16.1-94 codebook).
Can anybody refresh my memory or am I going nuts?
RQ
Can anybody refresh my memory or am I going nuts?
RQ