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Steel: joint 'panel zone' shear strength

Steel: joint 'panel zone' shear strength

Steel: joint 'panel zone' shear strength

(OP)
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.

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