Service dead load is 12 kipsft service live load is 8
Service dead load is 12 kips/ft, service live load is 8 kips/ft. Wall is 16 in. thick. Allowable soil pressure, qa, is 6000 psf. F'c = 3500 psi and fy = 60,000 psi. Design square spread footings for the following conditions.
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in the hospitality industry most organizations are service-orientedwhat is meant by automation with regard to the
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service dead load is 12 kipsft service live load is 8 kipsft wall is 16 in thick allowable soil pressure qa is 6000 psf
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assume the slab described in problem 13-5 is supported on 10 in x 24 in columns check two-way shear at a typical
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