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Beam Three Supports Uniform Load Deflections Equations and Calculator
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Beam Three Supports Uniform Load, Moments, Shear, Reactions and Deflections Equations and Calculator
Continuous beam of two equal spans - uniformly distributed load of w in load/unit length Calculator
Figure 1 Continuous beam of two equal spans
Preview: Beam Three Support Two Loads Calculator
Reactions:
Eq. 1
R1 = (3/8) w L
Eq. 2
R2 = 1.25 w L
Eq. 3
R3 = (3/8) w L
Shear forces:
Eq. 4
V1 = (3/8) w L
Eq. 5
V2 = ±(5/8) w L
Eq. 6
V3 = - (3/8) w L
Bending moments:
Eq. 7
Mmax = -(1/8) w L2
Eq. 8
M1 = (9/128) w L2
Eq. 9
Maximum deflection:
δ =
0.00541[ ( w L4 ) / ( E I ) ],
Eq. 9a
at x = 0.4215 L
Eq. 10
δ = ( w / ( 48 E I ) ) ( L3 x - 3 L x3 + 2 x4),
Eq. 10a
at
0 ≤ x ≤ = L
Where
w = uniformly distributed load, lbf/in (N/m)
L = beam length, in, (m)
x = location, in (m)
δ = deflection, in (m)
R1, 2, 3 = reaction at support , lbf (N)
V1, 2, 3 = shear forces lbf, (N)
M1, max = bending moments, lb-in, (N-m)
E = Modulus of elasticity lbs/in2, (N/m2)
I = area moment of inertia in4, (m4)
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Source
Civil Engineering Reference Manual, Fifteenth Edition, Michael R. Lindeburg, PE