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
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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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
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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