A three span continouous beam of equal span 5 m each ,support udl of dead and live loads of 20 and 10 kn/m .Evaluate m1,m2 and m3 to elastic analysis with total load acting on all three spans
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Notation
FBD = free body diagram
SFD = shear force diagram
BMD = bending moment diagram
E = modulus of elasticity, psi or MPa
I = second moment of area, in4 or m4
L = span length under consideration, in or m
M = maximum bending moment, lbf.in or kNm
R = reaction load at bearing point, lbf or kN
V = maximum shear force, lbf or kN
w = load per unit length, lbf/in or
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