A moment in the continuous column should not impact the check of web panel-zone shear, HOWEVER, you may need to check for a variety of other possible failures including: flange local bending, web local yielding, web local crippling, web sidesway buckling, and web compression buckling. We cover these in our simple moment connection video here where there are moments in both the beam & column: kzfaq.info/get/bejne/asxyftx9qa7Jlqs.html&ab_channel=CalcBook