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

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Chapter2: Loads On Structures
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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'
Į
10-10-
30 kips
11.25'
D
10'10'
E
Transcribed Image Text: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' Į 10-10- 30 kips 11.25' D 10'10' E
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