"This report presents test data and resulting recommendations from racking tests performed on twelve particleboard sheathed, timber framed wall panels. Test data from two of the panels was used as "control data", the remaining ten panels were exposed to the environment in pairs, for periods 6, 12, 18 and 24 weeks. Six of the panels were sheathed with 6 mm Fineline, and six with 6 mm Texpan. All panels were 3 m long and 2.4 m high and the timber framing was 90 x 45 mm, F8 Radiata pine. Studs were spaced at 600 mm centres and a standard nailing pattern of 150 mm centres around edgesand 300 mm centres on internal studs was used. The nails were 40 mm long and 2.8 mm diameter galvanised clouts."--p. (iii)
Timber-framed shear walls are designed to resist the lateral loads on a building from wind and earth...
This book provides an experimental analysis of timber-framed walls, coated with single sheathing boa...
The Australian Residential Timber-Framed Construction standard (AS1684:1999) has recently been revis...
"This report presents test data and resulting recommendations from racking tests performed on twelve...
"This report discusses the results, observations, and recommendations made following racking tests o...
"This report discusses the results, observations and recommendations made following three initial te...
"This report presents the results obtained from eleven racking tests performed on 600 x 600 mm model...
"This Report presents racking results obtained for 24 tests, 12 being performed on 3.8 mm thick part...
"This report presents racking results obtained for 29 tests performed on 2.4 m high x 3.0 m long, ti...
"This report presents the results of tests performed on discrete, particleboard sheathed, short wall...
"This test describes the static test procedure followed to investigate the load response characteris...
"Stage 3 of the ongoing particleboard formwork project evolved out of the recommendations of an Expe...
"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 m...
"This report presents the results of four wall racking tests performed on 50 x 45 mm x F8 radiata pi...
© 2004 Dr. Yen Lin LiewThe recently revised Residential Timber-Framed Construction Standard (ASI684-...
Timber-framed shear walls are designed to resist the lateral loads on a building from wind and earth...
This book provides an experimental analysis of timber-framed walls, coated with single sheathing boa...
The Australian Residential Timber-Framed Construction standard (AS1684:1999) has recently been revis...
"This report presents test data and resulting recommendations from racking tests performed on twelve...
"This report discusses the results, observations, and recommendations made following racking tests o...
"This report discusses the results, observations and recommendations made following three initial te...
"This report presents the results obtained from eleven racking tests performed on 600 x 600 mm model...
"This Report presents racking results obtained for 24 tests, 12 being performed on 3.8 mm thick part...
"This report presents racking results obtained for 29 tests performed on 2.4 m high x 3.0 m long, ti...
"This report presents the results of tests performed on discrete, particleboard sheathed, short wall...
"This test describes the static test procedure followed to investigate the load response characteris...
"Stage 3 of the ongoing particleboard formwork project evolved out of the recommendations of an Expe...
"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 m...
"This report presents the results of four wall racking tests performed on 50 x 45 mm x F8 radiata pi...
© 2004 Dr. Yen Lin LiewThe recently revised Residential Timber-Framed Construction Standard (ASI684-...
Timber-framed shear walls are designed to resist the lateral loads on a building from wind and earth...
This book provides an experimental analysis of timber-framed walls, coated with single sheathing boa...
The Australian Residential Timber-Framed Construction standard (AS1684:1999) has recently been revis...