Beam Configuration
Beam Type
Material & Section Properties
Material Selection
Section Properties (Auto-Filled)
Load Inputs
Applied Loads
Load per linear foot = (DL + LL) × tributary width
Load Factors & Limits
Beam Diagram
Diagram updates automatically after calculation.
Analysis Results
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Maximum Bending Moment
Primary Results
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Max Shear (kips)
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Max Moment (ft-kips)
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Max Deflection (in)
Section Modulus Check
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Required S (in³)
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Actual S (in³)
Support Reactions
| Support | Reaction (lbs) | Reaction (kips) |
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Load Summary
| Component | Value | Units |
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