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3. A three-hinged parabolic arch of constant cross section is subjected to a uniformly distributed load over a part of its span and a concentrated load of 50 kN, as shown in Fig. 3. The dimensions of the arch are shown in the figure. Evaluate the horizontal thrust and the maximum bending moment in the arch. 10 kN / m 5 m 50 kN y 3 m H, 3.75 m R., H, R 15 m 10 m

3. A three-hinged parabolic arch of constant cross section is subjected to a uniformly distributed load over a part of its span and a concentrated load of 50 kN, as shown in Fig. 3. The dimensions of the arch are shown in the figure. Evaluate the horizontal thrust and the maximum bending moment in the arch. 10 kN / m 5 m 50 kN y 3 m H, 3.75 m R., H, R 15 m 10 m

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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nt 06.pdf - Adobe Acrobat Reader DC (32-bit) dow Help 58e11cf31_Online ... × 10482(Arches).pdf 2 12 100% 3. A three-hinged parabolic arch of constant cross section is subjected to a uniformly distributed load over a part of its span and a concentrated load of 50 kN, as shown in Fig. 3. The dimensions of the arch are shown in the figure. Evaluate the horizontal thrust and the maximum bending moment in the arch. 10 kN / m 5 m 50 kN 3 m H, AA 3.75 m R., B H 10 m 15 m R. Figure 3
Transcribed Image Text:nt 06.pdf - Adobe Acrobat Reader DC (32-bit) dow Help 58e11cf31_Online ... × 10482(Arches).pdf 2 12 100% 3. A three-hinged parabolic arch of constant cross section is subjected to a uniformly distributed load over a part of its span and a concentrated load of 50 kN, as shown in Fig. 3. The dimensions of the arch are shown in the figure. Evaluate the horizontal thrust and the maximum bending moment in the arch. 10 kN / m 5 m 50 kN 3 m H, AA 3.75 m R., B H 10 m 15 m R. Figure 3
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