castellated beam design.ide10


Section Details

Frame Results

Biaxial Bending Moment and Axial Forces

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

Vierendeel Bending

Web Post Buckling