Simple Beam, Two Unsymmetrically Concentrated Loads

Simple Beam, Two Unsymmetrically Concentrated Loads

Simple Beam Point Load

R₁ = R₁ = V₁ = V₂	.....		.....	N	.....	lbf
M_max (between loads)	.....		.....	Nm	.....	lbf in
M_x (x < a)	.....		.....	Nm	.....	lbf in
Δ_max (at the centre)	.....		.....		.....	in
Δ_x (x < a)	.....		.....		.....	in
Δ_x(a < x < (L-a))	.....		.....		.....	in

Total Length (L):
Length (a):
Point of Interest (x):
Weight (W):
Youngs Modulus (E):
Moments of Inertia (I):

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