Section diagram establishing design loads for stud partitions located above structural bracing. A horizontal load of five pounds per square foot is applied to the partition. A vertical load of fifteen pounds per square foot is applied to the stud partition above the brace.
A-A SECTION P V P H P H = 5 PSF OF HORIZONTAL LOAD TO PARTITION P V = 15 PSF OF STUD PARTITION ABOVE BRACE
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