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Presents consensus knowledge and design practice based on reviews of current engineering practice, internal company standards, published documents, and related organizations. Intended to support engineers applying ASCE 7 for industrial-type structures and includes a references list emphasizing accessible commercial publications and government reports.",{"@graph":69,"@context":122},[70,84,105],{"@type":71,"itemListElement":72},"BreadcrumbList",[73,77,79,82],{"item":74,"name":75,"@type":76,"position":8},"https://docshare.wps.com","Home","ListItem",{"item":78,"name":9,"@type":76,"position":14},"https://docshare.wps.com/document/",{"item":80,"name":40,"@type":76,"position":81},"https://docshare.wps.com/document/research-report/",3,{"item":83,"name":65,"@type":76,"position":19},"https://docshare.wps.com/document/wind-loads-for-petrochemical-and-other-industrial-facilities/651013/",{"url":83,"name":65,"@type":85,"image":86,"author":91,"headline":65,"publisher":94,"fileFormat":97,"inLanguage":63,"description":67,"dateModified":98,"datePublished":99,"encodingFormat":97,"isAccessibleForFree":100,"interactionStatistic":101},"DigitalDocument",{"url":87,"@type":88,"width":89,"height":90},"https://docshare.wps.com/thumbnails/wind-loads-for-petrochemical-and-other-industrial-facilities/651013.png","ImageObject",300,407,{"name":92,"@type":93},"Pentious","Person",{"url":74,"name":95,"@type":96},"DocShare","Organization","application/pdf","2026-10-30","2026-10-24",true,{"@type":102,"interactionType":103,"userInteractionCount":34},"InteractionCounter",{"@type":104},"ViewAction",{"@type":106,"mainEntity":107},"FAQPage",[108,114,118],{"name":109,"@type":110,"acceptedAnswer":111},"What does the report provide for petrochemical and industrial facilities?","Question",{"text":112,"@type":113},"Guidance for determining wind-induced forces on structures found in petrochemical and other industrial facilities.","Answer",{"name":115,"@type":110,"acceptedAnswer":116},"How were the guidelines developed?",{"text":117,"@type":113},"They are based on reviews of current practice, internal company standards, published documents, and work of related organizations, reflecting a consensus opinion.",{"name":119,"@type":110,"acceptedAnswer":120},"What is the report intended audience and how does it relate to ASCE 7?",{"text":121,"@type":113},"Engineers familiar with industrial-type structural design can use it alongside ASCE 7, “Minimum Design Loads for Buildings and other Structures,” for these facility types.","https://schema.org",{"og:url":83,"og:type":124,"og:title":65,"og:site_name":95,"og:description":67},"article",{"robots":126,"canonical":83},"index,follow",{"doc_id":128,"site_id":62},651013,1792962901,{"code":4,"msg":5,"data":131},{"doc_id":128,"user_id":132,"nickname":92,"user_avatar":133,"doc_module":4,"category_id":39,"category_name":40,"doc_title":65,"doc_description":67,"doc_content":134,"file_id":135,"file_url":136,"file_type":137,"file_size":138,"view_count":34,"is_deleted":4,"is_public":8,"is_downloadable":8,"audit_status":8,"page_count":139,"language":140,"language_code":63,"site_id":62,"html_lang":63,"table_of_contents":141,"faqs":142,"seo_title":143,"seo_description":67,"update_tm":144,"read_time":145},1374404730887,"https://ap-avatar.wpscdn.com/davatar_6f874abed73319feea01a86fa6f0fab8","@EngBook  \nWIND LOADS FOR PETROCHEMICAL AND OTHER  \nINDUSTRIAL FACILITIES  \nPREPARED BY  \nTask Committee on Wind-Induced Forces of the Petrochemical Committee of the Energy Division of the American Society of Civil Engineers  \n1801 ALEXANDER BELL DRIVE RESTON, VIRGINIA 20191–4400  \nCataloging-in-Publication Data on file with Library of Congress  \nAmerican Society of Civil Engineers 1801 Alexander Bell Drive Reston, Virginia, 20191-4400  \n[www.asce.org/pubs](www.asce.org/pubs)  \nAny statements expressed in these materials are those of the individual authors and do not necessarily represent the views of ASCE, which takes no responsibility for any statement made herein. No reference made in this publication to any specific method, product, process, or service constitutes or implies an endorsement, recommendation, or warranty thereof by ASCE. The materials are for general information only and do not represent a standard of ASCE, nor are they intended as a reference in purchase specifications, contracts, regulations, statutes, or any other legal document. ASCE makes no representation or warranty of any kind, whether express or implied, concerning the accuracy, completeness, suitability, or utility of any information, apparatus, product, or process discussed in this publication, and assumes no liability therefore. This information should not be used without first securing competent advice with respect to its suitability for any general or specific application. Anyone utilizing this information assumes all liability arising from such use, including but not limited to infringement of any patent or patents.  \nASCE and American Society of Civil Engineers—Registered in U.S. Patent and Trademark Office.  \nPhotocopies and permissions. Permission to photocopy or reproduce material from ASCE publications can be obtained by sending an e-mail to [permissions@asce.org](permissions@asce.org) or by locating a title in ASCE’s online database ([http://cedb.asce.org](http://cedb.asce.org)) and using the “Permission to Reuse” link. Bulk reprints. Information regarding reprints of 100 or more copies is available at [http://www.asce.org/reprints](http://www.asce.org/reprints).  \nCopyright © 2011 by the American Society of Civil Engineers.  \nAll Rights Reserved.  \nISBN 13: 978-0-7844-1180-3  \nManufactured in the United States of America.  \n16 15 14 13 12 11 1 2 3 4 5 6 7  \nASCE Petrochemical Energy Committee  \nThis publication is one of five state-of-the-practice engineering reports produced, to date, by the ASCE Petrochemical Energy Committee. These engineering reports are intended to be a summary of current engineering knowledge and design practice, and present guidelines for the design of petrochemical facilities. They represent a consensus opinion of task committee members active in their development. These five ASCE engineering reports are:  \n1) Design of Anchor Bolts in Petrochemical Facilities  \n2) Design of Blast Resistant Buildings in Petrochemical Facilities  \n3) Design of Secondary Containment in Petrochemical Facilities  \n4) Guidelines for Seismic Evaluation and Design of Petrochemical Facilities  \n5) Wind Loads for Petrochemical and Other Industrial Facilities  \nThe ASCE Petrochemical Energy Committee was organized by A. K. Gupta in 1991 and initially chaired by Curley Turner. Under their leadership the five task committees were formed. More recently, the Committee has been chaired by Joseph A. Bohinsky and Frank J. Hsiu. The five reports were initially published in 1997.  \nBuildings codes and standards have changed significantly since the publication of these five reports, specifically in the calculation of wind and seismic loads and analysis procedures for anchorage design. Additionally, new research in these areas and in blast resistant design has provided opportunities for improvement of the recommended guidelines. The ASCE has determined the need to update four of the original reports and publish new editions, based on the latest resea","cbCaigLr9sqKHKlO","https://ap.wps.com/l/cbCaigLr9sqKHKlO","pdf",4480087,177,"English","# Wind-Induced Forces Guidance\n## Scope and Intended Use\n## Basis of the Guidelines and References","[{\"question\":\"What does the report provide for petrochemical and industrial facilities?\",\"answer\":\"Guidance for determining wind-induced forces on structures found in petrochemical and other industrial facilities.\"},{\"question\":\"How were the guidelines developed?\",\"answer\":\"They are based on reviews of current practice, internal company standards, published documents, and work of related organizations, reflecting a consensus opinion.\"},{\"question\":\"What is the report intended audience and how does it relate to ASCE 7?\",\"answer\":\"Engineers familiar with industrial-type structural design can use it alongside ASCE 7, “Minimum Design Loads for Buildings and other Structures,” for these facility types.\"}]","WIND LOADS FOR PETROCHEMICAL AND OTHER INDUSTRIAL FACILITIES | PDF",1792856901,446]