Perforated Webs Subjected to End-One-Flange Loading

Abstract

A study of structural behavior was conducted and a design equation was developed that accounts for the degradation in web crippling capacity caused by web openings for unreinforced single web cold-formed steel flexural members subjected to the End-One-Flange (EOF) loading condition. The research findings enable the current EOF design provisions for sections without web openings to be modified by a reduction factor equation to obtain the web crippling capacity for sections with web openings. The modified capacity is considered for the web crippling capacity in the absence of bending moment for the same cross section and load bearing length.

Department(s)

Civil, Architectural and Environmental Engineering

Document Type

Article - Conference proceedings

Document Version

Citation

File Type

text

Language(s)

English

Rights

© 2024 The Authors, All rights reserved.

Publication Date

01 Dec 1994

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