Serviceability issues pertaining to load bearing and non-load bearing steel framed walls

Author

Paul F. Findlay

Abstract

"An experimental investigation was conducted at the University of Missouri-Rolla to study the impacts of the gap between the stud and track of a load bearing steel stud wall considering both strength and serviceability. A testing program was developed to study the implications of the gap distance and five variables were explored...As a result of the investigation a design recommendation was proposed and is being considered for adoption by the American Iron and Steel Institute"--Abstract, page iii.

Department(s)

Civil, Architectural and Environmental Engineering

Degree Name

M.S. in Civil Engineering

Publisher

University of Missouri--Rolla

Publication Date

Spring 2005

Pagination

viii, 102 pages

Rights

© 2005 Paul Frederick Findlay, All rights reserved.

Document Type

Thesis - Citation

File Type

text

Language

English

Subject Headings

Steel framing (Building)
Steel -- Cold working
Strength of materials
Maintainability (Engineering)
Walls -- Testing

Thesis Number

T 8769

Print OCLC #

63109705

Link to Catalog Record

Full-text not available: Request this publication directly from Missouri S&T Library or contact your local library.

Recommended Citation

Findlay, Paul F., "Serviceability issues pertaining to load bearing and non-load bearing steel framed walls" (2005). Masters Theses. 3736.
https://scholarsmine.mst.edu/masters_theses/3736