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Continuous Beam - Two Equal Spans
L = m E = kN/m Information m x = I = x106mm4 MPa w =
Continuous Beam - Two Equal Spans
Deflection Dmax = mm
Bending Moment Mmax = Mx = kN.m kN.m
Reaction and Shear R1 = R2 = Vx = kN kN kN R3 = kN
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