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Shelter Frame Maple Calculations

The following calculations are performed with Maple 16, and calculate wind pressures on the shelter structrue based on AISC 7-05, chapter 6. These wind pressures are converted to forces by multiplying wind pressure on the structure by the shelter structure covering area at various locations, specified by AISE 7-05. Sections O and E show the actual forces that are applied to the shelter structure joints during the SolidWorks Simulation FEA analysis of the shelter structure.