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Untitled Calculation - Click to Edit AISC Steel Beam Design
Model
Add New Load


Include Self-Weight as Dead Load

Current Loads

Magnitude (kips):

DLLrSWEHR

With Magnitude (kip-ft):

DLLrSWEHR

With Magnitude (kips/ft):

DLLrSWEHR
w1
w2

All fields required.


Note: Support Conditions can be changed by clicking on them in the drawing

Spacing @ o.c.
Starting @ from left end

Custom Bracing
New Brace @ Add

Note: Supports assumed braced

Completely Unbraced


Deflection Limits
Live Load Deflection Limit (LL): L / L + (Lr or S)
Total Load Deflection Limit (TL): L / D+L+S+R+W+H
Equations



Shape Category



Shape Category




Select a Material Below