Steel Beam Analysis & Design

EN 1993-1-1 (EC3)
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Design Inputs

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Converts area loads to line loads
Robustness check (uses Tributary Width from above)
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Analysis Results

0
Moment (kNm) ?
0
Shear (kN) ?
0 Deflection (mm)
PASS Overall
Bending Moment 0%
Shear Force 0%
Lat. Torsional Buckling 0%
Deflection (SLS) 0%

Detailed Check List (EC3)

Check Description Value/Limit Ratio Status
Analysis Diagrams (Elevation)
0 kg Mass
0 Carbon (kgCO2e)
€0 Est. Cost
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