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'-

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'-

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

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
h = 15'
11.25'
11.25'
E
10'-
- 10ʻ 10'e
- 10ʻ--- 10'-

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