A beam 8.5 m long is fixed at the left end and supported by a roller at point 1.5 m from the right end. There is an internal hinge at a point 2.5 m from the fixed end. The beam is loaded by a clockwise couple equal to 50 kN-m acting at a point 1 m to the right of the fixed end, a downward uniform vertical load equal to 5 kN/m starting at a point 4.5 m from the fixed end up to the right end of the beam. Solve for the maximum moment.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter9: Application Of Influence Lines
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SITUATION 6:
A beam 8.5 m long is fixed at the left end and supported by a roller at point 1.5 m from the right end.
There is an internal hinge at a point 2.5 m from the fixed end. The beam is loaded by a clockwise couple
equal to 50 kN-m acting at a point 1 m to the right of the fixed end, a downward uniform vertical load
equal to 5 kN/m starting at a point 4.5 m from the fixed end up to the right end of the beam. Solve for
the maximum moment.
Transcribed Image Text:SITUATION 6: A beam 8.5 m long is fixed at the left end and supported by a roller at point 1.5 m from the right end. There is an internal hinge at a point 2.5 m from the fixed end. The beam is loaded by a clockwise couple equal to 50 kN-m acting at a point 1 m to the right of the fixed end, a downward uniform vertical load equal to 5 kN/m starting at a point 4.5 m from the fixed end up to the right end of the beam. Solve for the maximum moment.
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