For an intermediate beam in 3 bays by 3 bays each bay is 20, Civil Engineering

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For an intermediate beam in 3 bays by 3 bays each bay is 20

For an intermediate beam in 3 bays by 3 bays (each bay is 20' by 20') floor plan, draw the envelope shear and moment diagrams taking into account effect of pattern loading. show values of maximum shear and moments. Assume pin supports at the beam ends. DL=150 psf. LL=100 psf. ignore self weight of beams.

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Civil Engineering: For an intermediate beam in 3 bays by 3 bays each bay is 20

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Civil Engineering: For an intermediate beam in 3 bays by 3 bays each bay is 20

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