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The Castellated Beam Design Example is explained in detail under this title according to AISC 360-16.

Section Details

Frame Results

Biaxial Bending Moment and Axial Forces

Biaxial bending moment strength is determined at the gross area of the I-section. It’s accepted the beam is braced against lateral torsional buckling at the midpoint of the beam.

Lb=5000 mm (LTB)

Gross Shear and Net Shear Checks

Maximum Shear Force at Gross Area: Vu= 53.913 kN

Maximum Shear Force at Net Area: Vu= 43.13 kN

Horizontal Shear Check

image-20240130-141746.png

Vierendeel Bending

image-20240130-142227.png

Web Post Buckling

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Crane Beam Design per AISC 360-16

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