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.
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.
Chapter9: Application Of Influence Lines
Section: Chapter Questions
Problem 2P
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
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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