Bracing strength of corrugated steel roofing.

By:

Nash, L. M

Contributor(s):

Material type: Text

TextLanguage: ENG Publication details: 01/09/81Description: 43p, 5 refsISBN:

0864430450

Report number: 13130; JCUQ-CTS-TR-8Subject: The capacity of a roof to carry lateral loads on walls to bracing walls was investigated using panel testing and a theoretical approach. The mechanism of failure was found to be ductile, but it is important for the continued serviceability of the roof that tearing of the roof sheeting does not commence. Sheet tearing can be initiated by cyclic uplift loading, or by the in-plane-of-roof loads detailed in this work. The interaction of these two effects necessitates the use of a large load factor for lateral loads on domestic buildings when considering in-plane-of-roof forces .550.

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Item type	Current library	Collection	Call number	Status	Date due	Barcode
Books	Australian Emergency Management Library	BOOK	690.15 NAS (Browse shelf(Opens below))	Available		005281423

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Previous	690.12 BOU Testing a high set house designed for 42 m/s winds. Part 1 - preliminary results.	690.15 BEH Behaviour of different profiled roofing sheets subject to wind uplift.	690.15 FAT Fatigue behaviour of corrugated roofing under cyclic wind loading.	690.15 NAS Bracing strength of corrugated steel roofing.	690.150943 MAH Static behaviour of corrugated roofing under simulated wind loading.	690.22 ABC The A.B.C. of cyclone rehabilitation : a manual demonstrating the principles of anchorage, bracing and continuity to provide structural integrity for rehabilitation of buildings damaged by cyclonic forces.	690.22 DES Design manual for retrofitting flood-prone residential structures.	Next

The capacity of a roof to carry lateral loads on walls to bracing walls was investigated using panel testing and a theoretical approach. The mechanism of failure was found to be ductile, but it is important for the continued serviceability of the roof that tearing of the roof sheeting does not commence. Sheet tearing can be initiated by cyclic uplift loading, or by the in-plane-of-roof loads detailed in this work. The interaction of these two effects necessitates the use of a large load factor for lateral loads on domestic buildings when considering in-plane-of-roof forces .550.

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