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Jul 15, 2002

Retrofitting Building Frames for Snow Loads

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Publication: Practice Periodical on Structural Design and Construction
Volume 7, Issue 3

Abstract

Many older buildings and farm buildings have been designed with snow load provisions that are lower than the present design code provisions. As a result, some of these buildings have experienced complete or partial roof failure. This paper examines the snow load requirements of two governing building codes and presents a case study where a low-cost, fast-track solution strategy was devised to repair and to retrofit a partially damaged roof in Fargo, N. Dak.

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References

AITC. (1994). Timber construction manual, 4th Ed.
American Institute of Steel Construction (AISC). (1989), Manual of steel construction, 9th Ed., Chicago.
Building Officials and Code Administrators International (BOCA). (1996). The BOCA national building code, Country Club Hills, Ill.
International Conference of Building Officials (ICBO). (1997). Uniform building code, Vol. 2, Whittier, Calif.

Information & Authors

Information

Published In

Go to Practice Periodical on Structural Design and Construction
Practice Periodical on Structural Design and Construction
Volume 7Issue 3August 2002
Pages: 122 - 124

History

Received: May 14, 2001
Accepted: May 14, 2001
Published online: Jul 15, 2002
Published in print: Aug 2002

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Authors

Affiliations

S. Yazdani, P.E., M.ASCE
PhD, Professor of Civil Engineering and Construction, North Dakota State Univ., Fargo, ND 58105; Structural Consultant, Hurst and Henrichs, Ltd., 315 S. University Dr., Fargo, ND 58103.
R. Henrichs
President, Hurst and Henrichs, Ltd., 315 S. University Dr., Fargo, ND 58103.
R. Osten
Senior Staff Technician, Hurst and Henrichs, Ltd., 315 S. University Dr., Fargo, ND 58103.

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