Steel Beam Designer

IS 800:2007 · IS 808:2021 — Rolled Shapes & Built-Up I-Sections (Limit State Method)

LSM
Section · Method
MB 400 (LSM)
Governing: Flexure (LTB) (DCR = 2.015)
✗ FAIL

Demand / Capacity Ratios

Flexure
Demand: 350.00 kN·m
DCR = 2.015
Capacity: 173.72 kN·m
Shear
Demand: 200.00 kN
DCR = 0.428
Capacity: 467.13 kN
Deflection (Live)
Demand: 29.41 mm
DCR = 1.324
Capacity: 22.22 mm
Web Bearing
Demand:
DCR = N/A
Capacity: 283.18 kN
Web Buckling
Demand:
DCR = N/A
Capacity: 271.87 kN

Section Classification

Flange
Plastic
Web
Plastic
Overall
Plastic

ε = 1.000 · b/tf = 4.10 · d/tw = 38.20 · βb = 1.000