{"id":2168,"date":"2020-03-28T06:39:43","date_gmt":"2020-03-28T06:39:43","guid":{"rendered":"https:\/\/seismicconsolidation.com\/?p=2168"},"modified":"2020-03-28T10:04:41","modified_gmt":"2020-03-28T10:04:41","slug":"steel-structures-important-notes","status":"publish","type":"post","link":"https:\/\/seismicconsolidation.com\/steel-structures-important-notes\/","title":{"rendered":"Steel Structures Important notes"},"content":{"rendered":"<p><a href=\"https:\/\/seismicconsolidation.com\/wp-content\/uploads\/2020\/03\/behaviour-of-tension-members.pdf\">behavior of tension members<\/a><\/p>\n<p><a href=\"https:\/\/seismicconsolidation.com\/wp-content\/uploads\/2020\/03\/bracing-elements-ZA-Siddiqui.pdf\">bracing elements ZA Siddiqui<\/a><\/p>\n<p><a href=\"https:\/\/seismicconsolidation.com\/wp-content\/uploads\/2020\/03\/columns-in-frames.pdf\">columns in frames<\/a><\/p>\n<p><a href=\"https:\/\/seismicconsolidation.com\/wp-content\/uploads\/2020\/03\/design-of-beams-fluxure-and-shear.pdf\">design of beams flexure and shear<\/a><\/p>\n<p><a href=\"https:\/\/seismicconsolidation.com\/wp-content\/uploads\/2020\/03\/design-of-purlin-and-trusses.pdf\">design of purlin and trusses<\/a><\/p>\n<p><a href=\"https:\/\/seismicconsolidation.com\/wp-content\/uploads\/2020\/03\/design-of-SLENDER-COLUMNS.pdf\">design of SLENDER COLUMNS<\/a><\/p>\n<p><a href=\"https:\/\/seismicconsolidation.com\/wp-content\/uploads\/2020\/03\/design-on-tension-members.pdf\">design on tension members<\/a><\/p>\n<p><a href=\"https:\/\/seismicconsolidation.com\/wp-content\/uploads\/2020\/03\/EXAMINATION-OF-EFFECTIVE-LENGTH-FACTOR-FOR-RC-COLUMNS-in-non-sway-frame.pdf\">EXAMINATION OF EFFECTIVE LENGTH FACTOR FOR RC COLUMNS in non sway frame<\/a><\/p>\n<p><a href=\"https:\/\/seismicconsolidation.com\/wp-content\/uploads\/2020\/03\/steel-structures.pdf\">steel structures<\/a><\/p>\n<p><a href=\"https:\/\/seismicconsolidation.com\/wp-content\/uploads\/2020\/03\/tension-member-design.pdf\">tension member design<\/a><\/p>\n<p>&nbsp;<\/p>\n","protected":false},"excerpt":{"rendered":"<p>behavior of tension members bracing elements ZA Siddiqui columns in frames design of beams flexure and shear design of purlin and trusses design of SLENDER COLUMNS design on tension members EXAMINATION OF EFFECTIVE LENGTH FACTOR FOR RC COLUMNS in non sway frame steel structures tension member design &nbsp;<\/p>\n","protected":false},"author":1,"featured_media":0,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":[],"categories":[155],"tags":[],"_links":{"self":[{"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/posts\/2168"}],"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=2168"}],"version-history":[{"count":2,"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/posts\/2168\/revisions"}],"predecessor-version":[{"id":2183,"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/posts\/2168\/revisions\/2183"}],"wp:attachment":[{"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/media?parent=2168"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/categories?post=2168"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/tags?post=2168"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}