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It is a temporary structure that is to be anchored to the foundation to resist wind loads. It is 5' wide and 100' long and about 9' high. The canopy is an open structure with a flat roof. However, I have a customer who requires the design to be checked off by Floida D.O.T. I have done many of these in the past and have used ASCE 7-98 to calculate the wind loads on it. I am designing an overhead protection canopy for a construction site in Ft Lauderdale, FL. He served as chair of the ASCE 7 Task Committee on Wind Loads for ASCE 7-88 and 7-95.I require some assistance. Mehta, Ph.D., P.E., is Horn Professor of Engineering and formere director of the Wind Science and Engineering Research Center at Texas Tech University in Lubbock, Texas. This book will assist structural engineers who design buildings and structures following the wind load provisions. Multiple examples using this analytical procedure to determine wind load are also included and worked out in detail. It includes a discussion of the general format of an analytical procedure used to determine wind loads and the various wind load parameters involved in this determination, such as velocity pressure, gust response factor, and pressure coefficients.
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In order to clearly identify the scope and limitations of the Standard, Guide to the Use of Wind Load Provisions of ASCE 7-02 provides a brief review of the background material that forms the basis for the Standard's provisions. This revised guide addresses new developments in the wind load provisions of ASCE 7-02, including analytical procedures, simplified procedures, terrain exposures, and internal pressures. This useful guide walks practicing professionals through the complicated process of assessing wind loads on a variety of buildings and other structures as set forth in Minimum Design Loads for Buildings and Other Structures, Standard ASCE/SEI 7-02.
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