Single-Span Beam Analysis

CalculationInputsBeam Data﻿﻿L
:10.00m​
﻿
﻿﻿E
:200,000MPa​
﻿
﻿﻿Size
:W40X655​
﻿
Moment of Inertia
﻿﻿I
:1.19e+5cm^4​
﻿
Note: section sizes are US sizes i.e. AISC W, S, C, MC, or HSS shapes. For non-AISC sections, the user should specify moment of inertia below:
﻿﻿I, cm4
:0.00e+0​
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﻿
End Fixities﻿﻿Left
:Fixed​
﻿
﻿﻿Right
:Fixed​
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LoadsRemember, downward loads are defined as positive values.
﻿
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Load nomenclature
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Add distributed loads here
Add point loads here
Add point moments here
OutputReactionsLeft Support
﻿﻿RL
:54kN​
﻿
﻿﻿ML
:-103.68333333333362kN m​
﻿
Right Support
﻿﻿RR
:23kN​
﻿
﻿﻿MR
:-60kN m​
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﻿
﻿
Maximum Moments and Deflections﻿﻿+M(max)
:66kN m​
﻿
﻿﻿-M(max)
:-1289kN m​
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﻿﻿+Δ(max)
:0mm​
﻿
﻿﻿-Δ(max) =
:-503mm​
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﻿﻿+M(max) Location
:4m​
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﻿﻿-M(max) Location
:-22m​
﻿
﻿﻿+Δ(max) Location
:0m​
﻿
﻿﻿-Δ(max) Location
:-22m​
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DiagramsShear Force Diagram (SFD)
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Bending Moment Diagram (BMD)
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Deflection Diagram (Δ)
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Slope Diagram (θ)
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