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MCS,PHD
Argosy University/ Phoniex University/
Nov-2005 - Oct-2011
Professor
Phoniex University
Oct-2001 - Nov-2016
A barn structure is subjected to wind velocities with the equivalent of 20 psf pressure on the vertical projection (including the roof). Analyze the diaphragm and shearwall forces assuming the wind hitting the long dimension of the barn. Use explodedview FBDs in tracing the loads. Determine the shear reaction and hold-down forces at the base of the walls.


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Sol:
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