The 40 kN force in the figure is supported by the floor panel DE, which in turn is simply supported at its ends by floor beams. These beams transmit their loads to the simply supported girder AB. Determine the internal shear and moment acting at point C in the girder.

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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ANALYSIS OF STATICALLY DETERMINATE STRUCTURES
INTERNAL LOADINGS
Prob] The 40 kN force in the figure is supported by the floor panel DE, which in turn is simply
supported at its ends by floor beams. These beams transmit their loads to the simply
supported girder AB. Determine the internal shear and moment acting at point C in the
girder.
40 kN
2 m
2 m 9.6 m 1.4 m
2 m
B
2.5 m
Transcribed Image Text:ANALYSIS OF STATICALLY DETERMINATE STRUCTURES INTERNAL LOADINGS Prob] The 40 kN force in the figure is supported by the floor panel DE, which in turn is simply supported at its ends by floor beams. These beams transmit their loads to the simply supported girder AB. Determine the internal shear and moment acting at point C in the girder. 40 kN 2 m 2 m 9.6 m 1.4 m 2 m B 2.5 m
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