"Two 2.4 m high x 2.7 m long wall frames consisting of 70 x 35 mm studs at 450 centres and 70 x 45 mm top and bottom plates were constructed from F5 pine. One panel was of Spruce Pine Fir with a joint strength group JD5, the other was Hem Fir of joint strength group JD6. Each frame was sheathed on one side only using 4.5 mm thick, F11 D/D structural grade plywood. Sheathing connectors were 2.8 mm diameter x 30 mm long galvanised clouts hand driven at 150 mm centres around edges and 300 mm centres on internal studs. Panels were tested in racking, the plywood was then stripped, the frames reversed and resheathed and the panels retested in racking."--p. (ii)
The cold-formed steel (CFS) wall frames need to be stiff-strong to inhibit the instability failures....
The North American construction industry has seen substantial growth in the use of cold-formed steel...
Timber is an isotropic natural construction material with ductile and brittle behaviour in compressi...
"This Report presents racking results obtained for 24 tests, 12 being performed on 3.8 mm thick part...
"This report discusses the results, observations and recommendations made following three initial te...
"This report presents racking results obtained for 29 tests performed on 2.4 m high x 3.0 m long, ti...
"This report discusses the results, observations, and recommendations made following racking tests o...
"This report presents the results of four wall racking tests performed on 50 x 45 mm x F8 radiata pi...
An experimental study was conducted to explore the strength contribution of plywood sheathing boards...
"This report presents test data and resulting recommendations from racking tests performed on twelve...
"This report presents test data and resulting recommendations from racking tests performed on twelve...
AlSI sponsored research at Santa Clara University (Serrette, 1996) led to the development of shear v...
"This report presents the results of tests performed on discrete, particleboard sheathed, short wall...
This report describes the structural tests on a series of light gauge steel stud wall panels carried...
Timber-framed shear walls are designed to resist the lateral loads on a building from wind and earth...
The cold-formed steel (CFS) wall frames need to be stiff-strong to inhibit the instability failures....
The North American construction industry has seen substantial growth in the use of cold-formed steel...
Timber is an isotropic natural construction material with ductile and brittle behaviour in compressi...
"This Report presents racking results obtained for 24 tests, 12 being performed on 3.8 mm thick part...
"This report discusses the results, observations and recommendations made following three initial te...
"This report presents racking results obtained for 29 tests performed on 2.4 m high x 3.0 m long, ti...
"This report discusses the results, observations, and recommendations made following racking tests o...
"This report presents the results of four wall racking tests performed on 50 x 45 mm x F8 radiata pi...
An experimental study was conducted to explore the strength contribution of plywood sheathing boards...
"This report presents test data and resulting recommendations from racking tests performed on twelve...
"This report presents test data and resulting recommendations from racking tests performed on twelve...
AlSI sponsored research at Santa Clara University (Serrette, 1996) led to the development of shear v...
"This report presents the results of tests performed on discrete, particleboard sheathed, short wall...
This report describes the structural tests on a series of light gauge steel stud wall panels carried...
Timber-framed shear walls are designed to resist the lateral loads on a building from wind and earth...
The cold-formed steel (CFS) wall frames need to be stiff-strong to inhibit the instability failures....
The North American construction industry has seen substantial growth in the use of cold-formed steel...
Timber is an isotropic natural construction material with ductile and brittle behaviour in compressi...