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Practical Design Method of the Snow Load for the Low Rise Roof Structures

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Abstract:

The large span roof structures need to be designed to withstand wind and snow loads. This paper presents practical design method of snow load for low rise roof structures in GB 50009-2001(China), ASCE 7-10, AIJ 2006, NBCC 2005 and Euro code 2003, and discusses approaches to improving consistency and uniformity of methods by comparison of the differences and similarities of wind and snow provisions in the codes of various countries.

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Info:

Periodical:

Advanced Materials Research (Volumes 594-597)

Pages:

791-794

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.594-597.791

Citation:

Cite this paper

Online since:

November 2012

Authors:

Fan Meng*, Fang Hui Li, Ming Gu, Shi Zhao Shen

Keywords:

Design Method, Load Code, Low Rise Roof Structures, Snow Load

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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References

[1] People's Republic of China National Standard Load Code, Load Code for the Design of Building Structures, GB50009 – 2001(2006).

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[2] AIJ Recommendations for Loads on Buildings. Tokyo:  Architectural Institute of Japan (2004).

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[3] ASCE Standard 7-10. Minimum design loads for buildings and other structures .

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[4] European Standards. Eurocode 1: Actions on structures —General actions—Part 1-4 Wind actions (2004).

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[5] National Building Code of Canada. Commentary G, Snow Loads (2005).

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