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For the parabolic arch, find the internal shear force at a location 95 ft to the right of point A. Use the correct positive internal force sign convention. 40 k| 60 kL 50 k hinge A В +20 ft-20 ft-+-20 ft→- -60 ft- 40 ft 20 ft- -60 ft- -40 ft- -30 ft

For the parabolic arch, find the internal shear force at a location 95 ft to the right of point A. Use the correct positive internal force sign convention. 40 k| 60 kL 50 k hinge A В +20 ft-20 ft-+-20 ft→- -60 ft- 40 ft 20 ft- -60 ft- -40 ft- -30 ft

Structural Analysis
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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For the circular arch, find the internal axial force at a location 5 m to the right of point A. Use the correct positive internal force sign convention. If it helps you, the radius of the arch is 12 m. 400 kN Hinge 220 kN –1.6 m 4.6 m B 8.5 m 5.8 m (A '3.5 m' 8.5 m 6 m 4.5 m
Transcribed Image Text:For the circular arch, find the internal axial force at a location 5 m to the right of point A. Use the correct positive internal force sign convention. If it helps you, the radius of the arch is 12 m. 400 kN Hinge 220 kN –1.6 m 4.6 m B 8.5 m 5.8 m (A '3.5 m' 8.5 m 6 m 4.5 m
For the parabolic arch, find the internal shear force at a location 95 ft to the right of point A. Use the correct positive internal force sign convention. 40 k| 60 kL 50 k hinge A B +20 ft++-20 ft-→«20 ft-« -40 ft 20 ft- -60 ft- -60 ft- -30 ft-
Transcribed Image Text:For the parabolic arch, find the internal shear force at a location 95 ft to the right of point A. Use the correct positive internal force sign convention. 40 k| 60 kL 50 k hinge A B +20 ft++-20 ft-→«20 ft-« -40 ft 20 ft- -60 ft- -60 ft- -30 ft-
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