Location

Saint Louis, Missouri

Session Start Date

10-18-1994

Abstract

An equation is developed for calculating the axial load capacity of C and Z shaped members used in roof or wall systems. The equations were determined to be valid for through fastened metal decking but not standing seam roof decking.

Department(s)

Civil, Architectural and Environmental Engineering

Research Center/Lab(s)

Wei-Wen Yu Center for Cold-Formed Steel Structures

Meeting Name

12th International Specialty Conference on Cold-Formed Steel Structures

Publisher

University of Missouri--Rolla

Publication Date

10-18-1994

Document Version

Final Version

Rights

© 1994 University of Missouri--Rolla, All rights reserved.

Document Type

Article - Conference proceedings

File Type

text

Language

English

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Oct 18th, 12:00 AM

Axial Load Capacity of Sheeted C and Z Members

Saint Louis, Missouri

An equation is developed for calculating the axial load capacity of C and Z shaped members used in roof or wall systems. The equations were determined to be valid for through fastened metal decking but not standing seam roof decking.