4. Compute the safe concentrated load P that the beam could carry at a distance of 1 m from the fixed support with a span of 4 m from the arrangements shown below. The beam is made up of four 50 mm by 200 mm section framed. The allowable shearing stress of the beam is 0.70MPa.

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4. Compute the safe concentrated load P that the beam could carry at a distance of 1 m from the fixed support with a span of 4 m from the arrangements shown below. The beam is made up of four 50 mm by 200 mm section framed. The allowable shearing stress of the beam is 0.70MPa.

 

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