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  1. M

    diaphragm question

    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...
  2. M

    blocked diaphragms nailing question

    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...

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