One thing to keep in mind is that you are creating drawings for the fabricator/detailer not necessarily for the builder. What ever the fabricator needs to know should be on the drawings. Also, keep in mind that you are not just putting stuff on the drawings that affect the structure as it is...
So is the following correct for bolts and welds?:
Horz shear flow (LRFD) = A*Fy
Horz shear flow (ASD 13th) = A*Fy
Horz shear flow (ASD 9th) = VQ/I
Can someone point me to where shear flow = A*Fy is specified in the 13th edition?
- Thanks