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 11.25' h = 15' 30 kips 11.25¹ D 10 10 10 10- E
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 11.25' h = 15' 30 kips 11.25¹ D 10 10 10 10- E
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Hi, can you help me with my assignment? Please don't type it, just write it properly so that I can Understand it. Make it simple.
Make a proper Free body diagram. Thank you.
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