{"id":2076262,"date":"2023-10-13T15:00:00","date_gmt":"2023-10-13T20:00:00","guid":{"rendered":"https:\/\/csengineermag.com\/?p=2076262"},"modified":"2023-10-13T15:00:00","modified_gmt":"2023-10-13T20:00:00","slug":"new-guide-to-the-wind-load-provisions-for-standard-asce-7-22","status":"publish","type":"post","link":"https:\/\/csengineermag.com\/new-guide-to-the-wind-load-provisions-for-standard-asce-7-22\/","title":{"rendered":"<strong>New<\/strong>\u00a0<strong>Guide to the Wind Load Provisions for Standard ASCE 7-22<\/strong>"},"content":{"rendered":"\n<p><strong>Reston, Va.&nbsp;<\/strong>\u2013&nbsp;&nbsp;The latest title from the American Society of Civil Engineers,&nbsp;<em>Wind Loads: Guide to the Wind Load Provisions of ASCE 7-<\/em>22, supplies a comprehensive overview of the wind load provisions contained in&nbsp;<em>Minimum Design Loads and Associated Criteria for Buildings and Other Structures<\/em>, Standard ASCE\/SEI 7-22. Authors T. Eric Stafford and Timothy A. Reinhold&nbsp;provide direction while using the provisions that affect planning, designing, and constructing buildings for residential and commercial purposes.&nbsp;&nbsp;<\/p>\n\n\n\n<p>This version reflects significant changes made to the wind load provisions from the previous version of the standard, ASCE 7-16. This guide has been reorganized to follow the chapter organization in ASCE 7-22 and the step-by-step procedures provided in the standard.&nbsp;<\/p>\n\n\n\n<p>Important revisions to the ASCE 7-22 wind load provisions that are covered in this guide include:<\/p>\n\n\n\n<ul>\n<li>Simplifications to external Component and Cladding (C&amp;C) roof pressure coef\ufb01cients for steep slope roofs,&nbsp;<\/li>\n\n\n\n<li>Use of ASCE design wind speed maps that include terrain speedup effects,&nbsp;<\/li>\n\n\n\n<li>Changes to the definition of the Wind-borne Debris Region, and&nbsp;<\/li>\n\n\n\n<li>Deletion of the Simplified Procedures.<\/li>\n<\/ul>\n\n\n\n<p>With&nbsp;19 real-life design problems applying the appropriate use of analytical and simplified procedures for calculating wind loads for various common structure types, this guide&nbsp;is an&nbsp;essential reference for practicing structural engineers.<\/p>\n\n\n\n<style>\n      .button {\n        background-color: #1c87c9;\n        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Authors T. Eric Stafford and Timothy A. Reinhold&nbsp;provide direction while [&hellip;]<\/p>\n","protected":false},"author":5017,"featured_media":2076266,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"_seopress_robots_primary_cat":"none","footnotes":""},"categories":[3159],"tags":[1298,52518,9407,31529,236,52519,52520,52521,4168],"acf":[],"views":22,"jetpack_sharing_enabled":true,"jetpack_featured_media_url":"https:\/\/csengineermag.com\/wp-content\/uploads\/2023\/10\/9780784484944.jpg","_links":{"self":[{"href":"https:\/\/csengineermag.com\/wp-json\/wp\/v2\/posts\/2076262"}],"collection":[{"href":"https:\/\/csengineermag.com\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/csengineermag.com\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/csengineermag.com\/wp-json\/wp\/v2\/users\/5017"}],"replies":[{"embeddable":true,"href":"https:\/\/csengineermag.com\/wp-json\/wp\/v2\/comments?post=2076262"}],"version-history":[{"count":0,"href":"https:\/\/csengineermag.com\/wp-json\/wp\/v2\/posts\/2076262\/revisions"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/csengineermag.com\/wp-json\/wp\/v2\/media\/2076266"}],"wp:attachment":[{"href":"https:\/\/csengineermag.com\/wp-json\/wp\/v2\/media?parent=2076262"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/csengineermag.com\/wp-json\/wp\/v2\/categories?post=2076262"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/csengineermag.com\/wp-json\/wp\/v2\/tags?post=2076262"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}