{"id":1058,"date":"2020-02-16T13:24:25","date_gmt":"2020-02-16T13:24:25","guid":{"rendered":"https:\/\/seismicconsolidation.com\/?p=1058"},"modified":"2020-03-30T08:58:48","modified_gmt":"2020-03-30T08:58:48","slug":"structural-mechanics-lab-reports","status":"publish","type":"post","link":"https:\/\/seismicconsolidation.com\/structural-mechanics-lab-reports\/","title":{"rendered":"Structural Mechanics Lab reports"},"content":{"rendered":"

Structural mechanics lab manual set 1<\/span><\/p>\n

    \n
  1. To determine elastic critical buckling of model columns having different end conditions<\/a><\/li>\n
  2. To perform tension test on cast iron, cold formed, cast iron steel bars<\/a><\/li>\n
  3. To perform torsion test mild and cast iron specimen<\/a><\/li>\n
  4. To determine elastic stress strain behavior in bending using electrical resistance strain gauges<\/a><\/li>\n
  5. To determine principle strains and stresses using strain Rossett technique<\/a><\/li>\n
  6. To determine shear center of channel section<\/a><\/li>\n
  7. To determine initial imperfections and critical buckling load of a pin ended column using Southwell plot technique<\/a><\/li>\n
  8. To study bending behavior of Z section<\/a><\/li>\n<\/ol>\n

    Structural mechanics lab manual set 2<\/span><\/a><\/p>\n

    Structural mechanics lab manual set 3<\/span><\/a><\/p>\n

    Structural mechanics lab manual set 4<\/span><\/a><\/p>\n

    Structural mechanics lab manual set 5<\/span><\/a><\/p>\n","protected":false},"excerpt":{"rendered":"

    Structural mechanics lab manual set 1 To determine elastic critical buckling of model columns having different end conditions To perform tension test on cast iron, cold formed, cast iron steel bars To perform torsion test mild and cast iron specimen To determine elastic stress strain behavior in bending using electrical resistance strain gauges To determine…<\/p>\n","protected":false},"author":1,"featured_media":0,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":[],"categories":[127],"tags":[252,251,247,256,249,255,254,250,253,248],"_links":{"self":[{"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/posts\/1058"}],"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=1058"}],"version-history":[{"count":4,"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/posts\/1058\/revisions"}],"predecessor-version":[{"id":2278,"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/posts\/1058\/revisions\/2278"}],"wp:attachment":[{"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/media?parent=1058"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/categories?post=1058"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/tags?post=1058"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}