kouba
Structural
- Jul 26, 2014
- 2

I'm having some difficult understanding some basic concepts. When I solve and get the results from member forces of M1, the axial is around 11 kips in tension, and shear is around 0.5 k. If I want the total vertical shear y force due to M1, do I need to hand calc and resolve 11 kips into a y-component and add it to 0.5 k?