Using the Method of Consistent Deformations and Beam Deflection Formula . A two-span continuous beam is loaded by a 20 and 40 kilopound (kip) force
Using the Method of Consistent Deformations and Beam Deflection Formula . A two-span continuous beam is loaded by a 20 and 40 kilopound (kip) force as shown in the figure. Assuming flexural rigidity as constant, determine the reactions at each support. Determine the vertical reaction at A. B & C (kips) and put a negative sign if the reaction is downward. : 20 k
40 k
Constant EI
10 ft
10 ft
20 ft
20 ft
20 ft
40 ft
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