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The displacement in the y direction in section AB and BC of the beam shown in Figure P3.37 is as given below. If the bending

The displacement in the y direction in section AB and BC of the beam shown in Figure P3.37 is as given below. If the bending rigidity EI is 135(106)lb in. 2, determine the reaction force at B. v1(x)=3(x420x3)(106)in.v2(x)=8(x2100x+1600)(103)in.0x2020x60

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