A fixed-end beam AB supports a uniform load of intensity q = 73.1 lb/ft acting over part of the span. Assume that EI = 3
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A fixed-end beam AB supports a uniform load of intensity q = 73.1 lb/ft acting over part of the span. Assume that EI = 3
A fixed-end beam AB supports a uniform load of intensity q = 73.1 lb/ft acting over part of the span. Assume that EI = 300 kip-ft? (Solve by the method of superposition. Assume the +x-direction is to the right, the +y-direction is upward, and the positive direc moments is counterclockwise. Unless otherwise stated, use the statics sign convention.) 9 ft L = 15 ft (a) Calculate the reactions at A and B. (Enter your forces in kips and your moments in kip-ft.) Ay = kips By kips MA = kip-ft Mg = kip-ft = (b) Find the maximum displacement (in inches) and its location (in feet). (Enter the magnitude of the displacement. Assume x = 0 at A.) max = in. = *B ft (c) Calculate the reactions at A and B if the distributed load is applied from A to B. (Enter your forces in kips and your moments in kip-ft.) kips = kips By MA = kip-ft kip-ft M3 =
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