{"id":2184,"date":"2020-03-28T10:23:04","date_gmt":"2020-03-28T10:23:04","guid":{"rendered":"https:\/\/seismicconsolidation.com\/?p=2184"},"modified":"2020-03-28T10:27:02","modified_gmt":"2020-03-28T10:27:02","slug":"steel-structures-design-excel-sheets","status":"publish","type":"post","link":"https:\/\/seismicconsolidation.com\/steel-structures-design-excel-sheets\/","title":{"rendered":"Steel structures design excel sheets"},"content":{"rendered":"<p><a href=\"https:\/\/seismicconsolidation.com\/wp-content\/uploads\/2020\/03\/AISC-Shapes-Database-v14.1-1.xls\">AISC Shapes Database v14.1<\/a><\/p>\n<p><a href=\"https:\/\/seismicconsolidation.com\/wp-content\/uploads\/2020\/03\/Single-Angle-Members-Design.xlsx\">Single Angle Members Design<\/a><\/p>\n<p><a href=\"https:\/\/seismicconsolidation.com\/wp-content\/uploads\/2020\/03\/Single-Angle-UMER.xlsx\">Single Angle <\/a><\/p>\n<p><a href=\"https:\/\/seismicconsolidation.com\/wp-content\/uploads\/2020\/03\/Double-Angle-Members-Design.xlsx\">Double Angle Members Design<\/a><\/p>\n<p><a href=\"https:\/\/seismicconsolidation.com\/wp-content\/uploads\/2020\/03\/Double-angle-UMER.xlsx\">Double angle<\/a><\/p>\n<p><a href=\"https:\/\/seismicconsolidation.com\/wp-content\/uploads\/2020\/03\/Table-of-forces-for-design-of-truss-roof-1.xlsx\">Table of forces for design of truss roof<\/a><\/p>\n<p><a href=\"https:\/\/seismicconsolidation.com\/wp-content\/uploads\/2020\/03\/Truss-roof-design.xlsx\">Truss roof design<\/a><\/p>\n<p><a href=\"https:\/\/seismicconsolidation.com\/wp-content\/uploads\/2020\/03\/Weld-Design-Single-Angle-Tension-Members-1.xlsx\">Weld Design Single Angle Tension Members<\/a><\/p>\n<p><a href=\"https:\/\/seismicconsolidation.com\/wp-content\/uploads\/2020\/03\/Weld-Design-Double-Angle-Tension-Member-1.xlsx\">Weld Design Double Angle Tension Member<\/a><\/p>\n<p><a href=\"https:\/\/seismicconsolidation.com\/wp-content\/uploads\/2020\/03\/Weld-Design-for-Single-Angle-Compression-Members-1.xlsx\">Weld Design for Single Angle Compression Members<\/a><\/p>\n<p><a href=\"https:\/\/seismicconsolidation.com\/wp-content\/uploads\/2020\/03\/Weld-Design-for-Double-Angle-Compression-Member-1.xlsx\">Weld Design for Double Angle Compression Member<\/a><\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n","protected":false},"excerpt":{"rendered":"<p>AISC Shapes Database v14.1 Single Angle Members Design Single Angle Double Angle Members Design Double angle Table of forces for design of truss roof Truss roof design Weld Design Single Angle Tension Members Weld Design Double Angle Tension Member Weld Design for Single Angle Compression Members Weld Design for Double Angle Compression Member &nbsp; &nbsp;&#8230;<\/p>\n","protected":false},"author":1,"featured_media":0,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":[],"categories":[155],"tags":[204,208,207,206,205,209,210,212,214,213,211],"_links":{"self":[{"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/posts\/2184"}],"collection":[{"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/comments?post=2184"}],"version-history":[{"count":2,"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/posts\/2184\/revisions"}],"predecessor-version":[{"id":2204,"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/posts\/2184\/revisions\/2204"}],"wp:attachment":[{"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/media?parent=2184"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/categories?post=2184"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/tags?post=2184"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}