P7.2. Compute the reactions at supports A and E of the three-hinged parabolic arch in Figure P7.2. Next com- pute the shear, axial load, and moment at points B and D, located at the quarter points. w = 1.5 kips/ft 30 kips B D h = 15' 11.25' 11.25' 10'--- 10-a– 10ʻ- 10'-

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