How to obtain the axial force from beam transfer to column ? Say that I'm going to design the column at B . how to obtain the axial load ?
The Attempt at a Solution
I think it should be 96.6+148.6=245.2 ? I have read another source , it's stated that the axial load is (28.0x6/2)+ (51.9x6/2) = 239.7 ...Which is correct ?
I think 96.6+148.6=245.2 is correct , because we already have the shear force directly from the SFD from the beam , so , we can directly transfer the load from it to the column ...
Please correct me if i am wrong .[/B]