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Simple Beam with Variable End Moments
L = m E = kN/m M1 = Information m x = I = x106mm4 MPa w = kN.m M2 = kN.m M1 >= M2
Simple Support Beam with Variable End Moments
Deflection Dx = b = mm m
Bending Moment M3 = Mx = kN.m kN.m
Reaction and Shear R1 = R2 = Vx = kN kN kN
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