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Simple Beam with Overhanging
L = m E = kN/m Information m x = I = c = x106mm4 m MPa w =
Simple Support Beam with Overhanging
Deflection Dmax = Dx = mm mm
Bending Moment Mmax = Mx = kN.m kN.m
Reaction and Shear R1 = R2 = Vx = kN kN kN
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