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6. A 6 m beam shown below has a fixed support at A, roller support at E, and an internal hinged at D 7 kN A 5 kN/m 5 kNm 1 m F B A) Determine the internal reaction at D B) Determine the reaction at E C) Determine the shear A D) Determine the moment at A E) Determine the moment at F C 0.5m/0.5m 1m 0.5m F) Determine the moment at B G) Determine the location of zero shear at segment DE H) Determine the moment at zero shear at segment DE 1) Determine the moment at 0.6 m from E J) Determine the moment at 0.3 m from C D 5 kN/m 3 m E

6. A 6 m beam shown below has a fixed support at A, roller support at E, and an internal hinged at D 7 kN A 5 kN/m 5 kNm 1 m F B A) Determine the internal reaction at D B) Determine the reaction at E C) Determine the shear A D) Determine the moment at A E) Determine the moment at F C 0.5m/0.5m 1m 0.5m F) Determine the moment at B G) Determine the location of zero shear at segment DE H) Determine the moment at zero shear at segment DE 1) Determine the moment at 0.6 m from E J) Determine the moment at 0.3 m from C D 5 kN/m 3 m E

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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6. A 6 m beam shown below has a fixed support at A, roller support at E, and an internal hinged at D A 5 kN/m 5 kNm F 7 kN de BC A) Determine the internal reaction at D B) Determine the reaction at E C) Determine the shear A D) Determine the moment at A E) Determine the moment at F F) Determine the moment at B 1 m + 1m 0.5m 10.5m/0.5m G) Determine the location of zero shear at segment DE H) Determine the moment at zero shear at segment DE I) Determine the moment at 0.6 m from E J) Determine the moment at 0.3 m from C D 5 kN/m 3 m E
Transcribed Image Text:6. A 6 m beam shown below has a fixed support at A, roller support at E, and an internal hinged at D A 5 kN/m 5 kNm F 7 kN de BC A) Determine the internal reaction at D B) Determine the reaction at E C) Determine the shear A D) Determine the moment at A E) Determine the moment at F F) Determine the moment at B 1 m + 1m 0.5m 10.5m/0.5m G) Determine the location of zero shear at segment DE H) Determine the moment at zero shear at segment DE I) Determine the moment at 0.6 m from E J) Determine the moment at 0.3 m from C D 5 kN/m 3 m E
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