Beam Design Calculator

AISC-based beam analysis and design with continuous beam support

Beam Configuration

Beam Length (ft)

Left End Support

Right End Support

Modulus of Elasticity, E (ksi) Default: 29,000 ksi for steel

Material & Section Properties

Yield Strength, Fy (ksi) Default: 50 ksi for A992 steel

Moment of Inertia, I (in⁴) Enter moment of inertia about strong axis

Section Depth, d (in) For stress calculations

Load Cases

Load Case 1

Load Type

Magnitude (kips)

Position from Left (ft)

Continuous Beam Configuration

Number of Spans

Modulus of Elasticity, E (ksi)

Moment of Inertia, I (in⁴)

Span Lengths (ft)

Material Properties

Yield Strength, Fy (ksi)

Section Depth, d (in)

Loading (AISC Table-Based)

Load Pattern

Load Magnitude k/ft for uniform, kips for point

Beam Design Calculator

Beam Configuration

Material & Section Properties

Load Cases

Results

Calculation Summary

Continuous Beam Configuration

Material Properties

Loading (AISC Table-Based)

Results (AISC Coefficients)

AISC Coefficient Method

Beam Design Calculator

Beam Configuration

Material & Section Properties

Load Cases

Results

Calculation Summary

Continuous Beam Configuration

Material Properties

Loading (AISC Table-Based)

Results (AISC Coefficients)

AISC Coefficient Method

Export Calculation Report