{"id":7949,"date":"2021-12-21T14:14:23","date_gmt":"2021-12-21T20:14:23","guid":{"rendered":"https:\/\/loram.com\/?page_id=7949"},"modified":"2021-12-21T14:14:24","modified_gmt":"2021-12-21T20:14:24","slug":"structural-analysis","status":"publish","type":"page","link":"https:\/\/loram.com\/en-br\/inspection-optimization\/monitoring-engineering\/engineering-services\/structural-analysis\/","title":{"rendered":"Structural Analysis"},"content":{"rendered":"<div class=\"wpb-content-wrapper\"><p>[vc_row content_width=&#8221;grid&#8221;][vc_column width=&#8221;1\/4&#8243;][vc_widget_sidebar sidebar_id=&#8221;sidebar&#8221;][\/vc_column][vc_column width=&#8221;3\/4&#8243;][vc_column_text]<\/p>\n<h2>Load and its effects on bridge structures<\/h2>\n<p>Analyze several combinations of multiple AASHTO or AREMA specified design and rating vehicles and their effects on different girders and slab. Calculate the effect of dead loads on the girders including the self weight and superimposed dead loads. Obtain the bending moment and shear force values, and their locations on the respective girder.[\/vc_column_text][vc_gallery interval=&#8221;3&#8243; images=&#8221;5146,5141,5139&#8243; img_size=&#8221;1800&#215;900&#8243; css=&#8221;.vc_custom_1629396100881{margin-top: 2rem !important;}&#8221;][\/vc_column][\/vc_row][vc_row css=&#8221;.vc_custom_1629396079953{margin-top: 0px !important;margin-bottom: 0px !important;padding-top: 0px !important;padding-bottom: 0px !important;}&#8221;][vc_column]<div class=\"mkd-elements-holder mkd-responsive-mode-768\" ><div class=\"mkd-elements-holder-item \"  >\n\t<div class=\"mkd-elements-holder-item-inner\">\n\t\t<div class=\"mkd-elements-holder-item-content mkd-elements-holder-custom-472236\" >\n\t\t\t\t\t\t[vc_empty_space height=&#8221;0&#8243;]\t\t<\/div>\n\t<\/div>\n<\/div><\/div>[\/vc_column][\/vc_row]<\/p>\n<\/div>","protected":false},"excerpt":{"rendered":"<p>[vc_row content_width=&#8221;grid&#8221;][vc_column width=&#8221;1\/4&#8243;][vc_widget_sidebar sidebar_id=&#8221;sidebar&#8221;][\/vc_column][vc_column width=&#8221;3\/4&#8243;][vc_column_text] Load and its effects on bridge structures Analyze several combinations of multiple AASHTO or AREMA specified design and rating vehicles and their effects on different&#8230;<\/p>\n","protected":false},"author":3,"featured_media":0,"parent":7946,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"template-single-product.php","meta":{"footnotes":""},"class_list":["post-7949","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/loram.com\/en-br\/wp-json\/wp\/v2\/pages\/7949","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/loram.com\/en-br\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/loram.com\/en-br\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/loram.com\/en-br\/wp-json\/wp\/v2\/users\/3"}],"replies":[{"embeddable":true,"href":"https:\/\/loram.com\/en-br\/wp-json\/wp\/v2\/comments?post=7949"}],"version-history":[{"count":1,"href":"https:\/\/loram.com\/en-br\/wp-json\/wp\/v2\/pages\/7949\/revisions"}],"predecessor-version":[{"id":7974,"href":"https:\/\/loram.com\/en-br\/wp-json\/wp\/v2\/pages\/7949\/revisions\/7974"}],"up":[{"embeddable":true,"href":"https:\/\/loram.com\/en-br\/wp-json\/wp\/v2\/pages\/7946"}],"wp:attachment":[{"href":"https:\/\/loram.com\/en-br\/wp-json\/wp\/v2\/media?parent=7949"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}