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Draw the shear force diagram and bending moment diagram for the beam loaded as shown in fig.

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Let Va and Vb be the reactions at the left support A and right support B.

Total load on beam=29+1229=27kN

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OR for trapezoidal load on beam =129(2+4)=27kN

Now, distance of resultant load from left end of the beam i.e at C.

enter image description here

27x=184.5+(96)

x=5m

Distance of resultant load from …

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