{"id":4175,"date":"2021-02-24T22:46:22","date_gmt":"2021-02-24T19:46:22","guid":{"rendered":"https:\/\/www.ekvilibris.lt\/?p=4175"},"modified":"2021-02-24T22:46:24","modified_gmt":"2021-02-24T19:46:24","slug":"ek295","status":"publish","type":"post","link":"https:\/\/www.ekvilibris.lt\/?p=4175","title":{"rendered":"EK295"},"content":{"rendered":"\n<p>If <strong>shear reinforcement<\/strong> is not provided, shear <strong>resistance<\/strong> in <strong>reinforced concrete<\/strong> members is developed by a combination of the following <strong>mechanisms<\/strong>:<\/p>\n\n\n\n<ol><li>Shear resistance of the uncracked <strong>concrete<\/strong>. From 20% to 40%.<\/li><li>Interface shear transfer due to <strong>aggregate interlock<\/strong> tangentially along the rough surfaces of the <strong>crack<\/strong>. From 35% to 50%.<\/li><li><strong>Arch action<\/strong>.<\/li><li><strong>Dowel action<\/strong> due to the resistance of the <strong>longitudinal bars<\/strong> to the transverse shearing force. From 15% to 25%.<\/li><\/ol>\n","protected":false},"excerpt":{"rendered":"<p>If shear reinforcement is not provided, shear resistance in reinforced concrete members is developed by a combination of the following mechanisms: Shear resistance of the uncracked concrete. From 20% to [&hellip;]<\/p>\n","protected":false},"author":1,"featured_media":0,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":[],"categories":[1235],"tags":[1194,1680,818,948,1056,1681,1679,870,793,1100],"_links":{"self":[{"href":"https:\/\/www.ekvilibris.lt\/index.php?rest_route=\/wp\/v2\/posts\/4175"}],"collection":[{"href":"https:\/\/www.ekvilibris.lt\/index.php?rest_route=\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/www.ekvilibris.lt\/index.php?rest_route=\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/www.ekvilibris.lt\/index.php?rest_route=\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/www.ekvilibris.lt\/index.php?rest_route=%2Fwp%2Fv2%2Fcomments&post=4175"}],"version-history":[{"count":1,"href":"https:\/\/www.ekvilibris.lt\/index.php?rest_route=\/wp\/v2\/posts\/4175\/revisions"}],"predecessor-version":[{"id":4176,"href":"https:\/\/www.ekvilibris.lt\/index.php?rest_route=\/wp\/v2\/posts\/4175\/revisions\/4176"}],"wp:attachment":[{"href":"https:\/\/www.ekvilibris.lt\/index.php?rest_route=%2Fwp%2Fv2%2Fmedia&parent=4175"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.ekvilibris.lt\/index.php?rest_route=%2Fwp%2Fv2%2Fcategories&post=4175"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.ekvilibris.lt\/index.php?rest_route=%2Fwp%2Fv2%2Ftags&post=4175"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}