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Engineering
Civil Engineering
2.4 25 kN/m 15 kN/m E Hinge A 11 -10 m Hinge Ray = 170.25 KN Rax = 309.25 KON Ma = 11128-50 KN-M 15 kN/m -10 m- F Hinge B 3 m 4.5 m 15 kN/m 4.5 m Rby = 129.75 KN Rbx = 50-7510N Mb =76-50 KN -m

2.4 25 kN/m 15 kN/m E Hinge A 11 -10 m Hinge Ray = 170.25 KN Rax = 309.25 KON Ma = 11128-50 KN-M 15 kN/m -10 m- F Hinge B 3 m 4.5 m 15 kN/m 4.5 m Rby = 129.75 KN Rbx = 50-7510N Mb =76-50 KN -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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Asap please just show the solutions of Rby,  Rbx, and Mb. Thank you

2.4 25 kN/m 15 kN/m E Hinge Ray = Rax = Ma B C Hinge -10 m- 170.25 KU 309.25 KN 1178 50 KN-M 15 kN/m -10 m- F Hinge 3 m 4.5 m 15 kN/m 4.5 m Rby = 129.75 KN Rby = 50-7510N Mb --74.50 KM-m
Transcribed Image Text:2.4 25 kN/m 15 kN/m E Hinge Ray = Rax = Ma B C Hinge -10 m- 170.25 KU 309.25 KN 1178 50 KN-M 15 kN/m -10 m- F Hinge 3 m 4.5 m 15 kN/m 4.5 m Rby = 129.75 KN Rby = 50-7510N Mb --74.50 KM-m
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