How small must the load p be so as not to violate constraint

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It is desired to limit the centerline deflection of the spandrel beam (Fig. 4.41) to (1/288)L, where L is the length. Expressed in terms of the usual beam parameters (E,I,L,P), how small must the load P be so as not to violate the constraint? .

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Reference no: EM131163280

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