Steel Section
Web Crippling / Stiffener
v1.0.0
File:
Project:
Designer:
Date:

Steel Section

Shape:
Sections from database
Web Thickness
w:
mm
Flange thickness
t:
mm
Steel yield strength
Fy:
MPa
Elastic modulus
E:
MPa
Bearing Location
Interior Loads
End Reaction
Load
P:
kN
Length of Bearing
N:
mm

Properties

Section: W1100x343

Shape: Wide-flange
Imperial designation: W44x230

Properties:

D = 1090mm
B = 400mm
t = 31mm
w = 18mm
Fy = 350MPa
E = 200000MPa
[cl: 14.3.2]

Bearing Resistance

Interior load

&Phibi = 0.80
Bearing resistance of the web shall be the smaller of:
(i) Br = &Phibi*w*(N+10*t)*Fy = 2066.4kN
(ii) Br = 1.45*&Phibi*w2*(Fy*E)0.5 = 3144.5kN

Br = 2066.4kN

P/Br = 0.048 OK - No stiffener required

All section data provided on this page is from the STRUCTURAL SECTION TABLES (SST) Version 9.2 of the Canadian Institute of Steel Construction (CISC)

By using the steel section information provided to you by Jabacus, in addition to the jabacus TOS, you agree to the terms in the CISC License, particularly that you are prohibited from disseminating this data and the Warranty Disclaimers and Liability Limitations.

This information must be read or used in conjunction with CAN/CSA-S16-01 Limit States Design of Steel Structures and the CISC Handbook of Steel Construction - 9th ed.

In the event of discrepancies, CAN/CSA-S16-01 Limit States Design of Steel Structures and the CISC Handbook of Steel Construction - 9th ed. shall govern.