Wall stud-to-track gap: Experimental investigation

Journal of Architectural Engineering

Volumn 13, Issue 2, 2007, Pages 105-110

  Laboube, R A ^a   Findlay, P F ^b  

^a University of Missouri Rolla   (United States)

^b Robinson Construction Company   (United States)

Author keywords

Cold formed steel; Experimentation; Frames; Studs; Walls

Indexed keywords

AXIAL LOAD BEARING; COLD-FORMED STEEL; STEEL WALL ASSEMBLY; WALL ASSEMBLY TESTS;

AXIAL LOADS; BEARING CAPACITY; FORMABILITY; METAL FORMING; STEEL;

STRUCTURAL FRAMES;

EID: 34248202012     PISSN: 10760431     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1076-0431(2007)13:2(105)     Document Type: Article

References (5)

1. American Iron and Steel Institute (American). (2004a). Standard cold-formed steel framing-General provisions, Washington, D.C.
2. American Iron and Steel Institute (American). (2004b). Standard cold-formed steel framing-Wall stud design, Washington, D.C.
3. ASTM. (2004a). " Standard specification for installation of load bearing (transverse and axial) steel studs and related accessories.. " ASTM C 1007, West Conshochocken, Pa.
4. ASTM. (2004b). " Standard specification for the installation of steel framing members to receive screw attached gypsum panel products.. " ASTM C 754, West Conshohocken, Pa.
5. Findlay, P. F. (2005). " Serviceability issues pertaining to load bearing and non-load bearing steel framed walls.. " Thesis presented to the faculty of the Univ. of Missouri-Rolla in partial fulfillment of the degree Master of Science, Rolla, Mo.