Hello, I would like to receive some clarification on understanding shear force calc question.
Typically when calculating seismic shear force that will act on a wood diaphragm, you find the uniform load that will act along the length on the building. Then would treat it as a simply supported...
hello, can you help me understand the difference between the two nailing categories in the seismic area, (6, 4, 2.5, and 2) vs (6, 6, 4, 3). I understand that there are different cases based on the layout of the panels resting on the members, however what does "other panel edges" mean? If i had...
