It is desired to limit the centerline deflection of the
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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it is desired to limit the centerline deflection of the spandrel beam fig 441 to 1288l where l is the length expressed
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find the deflection and slope at point a of the simply-supported beam shown in fig 439 using the second castigliano
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