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'-
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'-](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fea8f3642-e962-4582-8ac4-90e2fda8c6a9%2F6532a4c7-1a38-4f90-a118-055c1af9debf%2F6plxdd_processed.png&w=3840&q=75)
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
30 kips
B
h = 15'
11.25'
11.25'
E
10'-
- 10ʻ 10'e
- 10ʻ--- 10'-
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