Uniformly Loaded Simple Beam
Steel I Beams

Span of Beam (inches)
Tributary width (inches)
Uniform Load(pounds/square foot) e.g. 40/10=50psf
Yield Strength of Steel (KSI) e.g. 36 or 50
Select Beam
Fiberstress in Bending Deflection
Max Moment (ft-lbs) Deflection (inches)
Total Load on Beam Max Allowable Deflection L/360 (Floor)
Sx Required Ixx Required
Section Modulus Input Moment of Inertia Input
Section Modulus Pass/Fail Deflection Pass/Fail

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