Chap 22 Div 1 Sec 2211.7.2.1, 1994 UBC states;
V=(joint 'panel zone' shear strength)
formula 11-1
for a joint composed of given sections.
In my case I have a single bent, fixed at the top and pinned at base. Girder = Columns = W12x30.
Can anyone give a method to evaluate the Moment associated with V? Thanks in advance.
V=(joint 'panel zone' shear strength)
formula 11-1
for a joint composed of given sections.
In my case I have a single bent, fixed at the top and pinned at base. Girder = Columns = W12x30.
Can anyone give a method to evaluate the Moment associated with V? Thanks in advance.
