{"id":195,"date":"2013-01-04T21:37:49","date_gmt":"2013-01-04T21:37:49","guid":{"rendered":"http:\/\/www.wesconsultants.com\/?page_id=195"},"modified":"2013-01-04T21:37:49","modified_gmt":"2013-01-04T21:37:49","slug":"52-east-4th-street","status":"publish","type":"page","link":"https:\/\/www.wesconsultants.com\/index.php\/52-east-4th-street\/","title":{"rendered":"52 East 4th Street"},"content":{"rendered":"<p>\u00a0<a href=\"http:\/\/www.nwexler.com\/wp-content\/uploads\/2013\/01\/52-East-4th-Street-1.gif\"><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter\" title=\"52 East 4th Street - 1\" src=\"http:\/\/www.nwexler.com\/wp-content\/uploads\/2013\/01\/52-East-4th-Street-1.gif\" alt=\"\" width=\"270\" height=\"394\" \/><\/a><\/p>\n<p><a href=\"http:\/\/www.nwexler.com\/wp-content\/uploads\/2013\/01\/52-East-4th-Street-Models.png\"><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter\" title=\"52 East 4th Street Models\" src=\"http:\/\/www.nwexler.com\/wp-content\/uploads\/2013\/01\/52-East-4th-Street-Models.png\" alt=\"\" width=\"526\" height=\"253\" \/><\/a><\/p>\n<p>The building is a unique project since it has a small and irregular floor plan but large 16 inches floor to floor height, therefore tall building wind loads and deflection issues. The building was originally designed by others with moment frames and skewed girder to column moment connections. All columns were used in the lateral system.<\/p>\n","protected":false},"excerpt":{"rendered":"<p>\u00a0 The building is a unique project since it has a small and irregular floor plan but large 16 inches floor to floor height, therefore tall building wind loads and deflection issues. The building was originally designed by others with moment frames and skewed girder to column moment connections. All columns were used in the [&hellip;]<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"open","ping_status":"open","template":"","meta":{"footnotes":"","_links_to":"","_links_to_target":""},"class_list":["post-195","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/www.wesconsultants.com\/index.php\/wp-json\/wp\/v2\/pages\/195"}],"collection":[{"href":"https:\/\/www.wesconsultants.com\/index.php\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/www.wesconsultants.com\/index.php\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/www.wesconsultants.com\/index.php\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/www.wesconsultants.com\/index.php\/wp-json\/wp\/v2\/comments?post=195"}],"version-history":[{"count":1,"href":"https:\/\/www.wesconsultants.com\/index.php\/wp-json\/wp\/v2\/pages\/195\/revisions"}],"predecessor-version":[{"id":196,"href":"https:\/\/www.wesconsultants.com\/index.php\/wp-json\/wp\/v2\/pages\/195\/revisions\/196"}],"wp:attachment":[{"href":"https:\/\/www.wesconsultants.com\/index.php\/wp-json\/wp\/v2\/media?parent=195"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}