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Simple
Beam - Uniform Load Partially Distributed at One End Calculation
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Select Units:
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Input Values
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Load per Unit Length, w
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Width of UDL, a
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Span Length of the Bending
Member, L
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Horiz. Dist. from Reaction to
Point on Beam, x
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Modulus of Elasticity, λ
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Second Moment of Area, I
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Significant Figures
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Calculated Values
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Reaction Load at Bearing
Point, R1
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Reaction Load at Bearing
Point, R2
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Maximum Shear Force, Vx
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Maximum Bending Moment, Mmax
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Maximum Bending Moment, Mx
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Maximum Bending Moment, Mx
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Deflection of Deformation, Δx
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Deflection of Deformation, Δx
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