{"id":870,"date":"2022-05-03T12:56:41","date_gmt":"2022-05-03T12:56:41","guid":{"rendered":"https:\/\/www.iitrpr.ac.in\/civil\/?page_id=870"},"modified":"2022-06-03T09:20:49","modified_gmt":"2022-06-03T09:20:49","slug":"structural-analysis-lab","status":"publish","type":"page","link":"\/civil\/?page_id=870","title":{"rendered":"Structural Analysis Lab"},"content":{"rendered":"\n<p>At present the lab is equipped with a 3000 kN servo hydraulic compression testing machine, 200 kN flexural testing machine, concrete cube and beam casting and testing facilities.<\/p>\n\n\n\n<p><strong>Officer in charge: <\/strong>Dr. Muthulingam Subramaniyan<\/p>\n\n\n\n<figure class=\"wp-block-image size-full\"><img loading=\"lazy\" width=\"1200\" height=\"770\" src=\"https:\/\/www.iitrpr.ac.in\/civil\/wp-content\/uploads\/2022\/01\/teaching-learning-labs-img1-min.jpg\" alt=\"\" class=\"wp-image-182\" srcset=\"\/civil\/wp-content\/uploads\/2022\/01\/teaching-learning-labs-img1-min.jpg 1200w, \/civil\/wp-content\/uploads\/2022\/01\/teaching-learning-labs-img1-min-300x193.jpg 300w, \/civil\/wp-content\/uploads\/2022\/01\/teaching-learning-labs-img1-min-1024x657.jpg 1024w, \/civil\/wp-content\/uploads\/2022\/01\/teaching-learning-labs-img1-min-768x493.jpg 768w\" sizes=\"(max-width: 1200px) 100vw, 1200px\" \/><\/figure>\n\n\n\n<br>\n\n\n\n<p class=\"has-text-align-left\"><u><strong>Structural Analysis Laboratory:<\/strong><\/u><\/p>\n\n\n\n<figure class=\"wp-block-table\"><table><thead><tr><th>S. No.<\/th><th>Name of Instrument<\/th><th>Description<\/th><th>Photo<\/th><\/tr><\/thead><tbody><tr><td>1<\/td><td>Clerk\u2019s Maxwell Reciprocal Theorem Apparatus<\/td><td>THE THEOREM Clerk-Maxwell&#8217;s reciprocal theorem state that in a linearly elastic structure, the deflection at any point. A due to a load applied at some other point 13 will be equal to the deflection at B when the same load is applied at A. THE APPARATUS Clerk-Maxwell&#8217;s reciprocal theorem apparatus consists of a<strong>&nbsp;rigid frame and a light beam<\/strong>.<\/td><td><img style=\"width: 992px;\" src=\"https:\/\/www.iitrpr.ac.in\/civil\/wp-content\/uploads\/2022\/05\/Clerks-Maxwell-Reciprocal-Theorem-Apparatus-min.jpg\"><\/td><\/tr><tr><td>2<\/td><td>Elastic Properties of Deflected Beam Apparatus<\/td><td>Apparatus consists of a mild steel beam 2.5cm x 3mm in cross section and 100cm long, pinned to two supports 70cm apart situated symmetrically.<\/td><td><img src=\"https:\/\/www.iitrpr.ac.in\/civil\/wp-content\/uploads\/2022\/05\/Clerks-Maxwell-Reciprocal-Theorem-Apparatus-min.jpg\" style=\"width: 800px;\"><\/td><\/tr><tr><td>3<\/td><td>Curved Member Apparatus<\/td><td>Apparatus consists of a&nbsp;steel bar&nbsp;which is used to make the different curved members Viz. circle, semicircle with straight arm, a quadrant of a circle and quadrant of a circle with straight arm. The bottom ends of the members are fixed to the base.<\/td><td><img src=\"https:\/\/www.iitrpr.ac.in\/civil\/wp-content\/uploads\/2022\/05\/Curved-Member-Apparatus-min.jpg\" style=\"width: 800px;\"><\/td><\/tr><tr><td>4<\/td><td>Behaviors of Colum and Struts Apparatus<\/td><td>Behavior of Column and Struts Apparatus<br>An experimental apparatus to allow students to investigate the deflection and stability of struts (Behavior of columns).<\/td><td><img src=\"https:\/\/www.iitrpr.ac.in\/civil\/wp-content\/uploads\/2022\/05\/Behaviors-of-Colum-and-Struts-Apparatus-min.jpg\"><\/td><\/tr><tr><td>5<\/td><td>Two Hinged Arch Apparatus<\/td><td>Apparatus&nbsp;has a span of 100cm and rise 25cm. Both ends should have hinge but one of the ends should also be free to move longitudinally.<\/td><td><img src=\"https:\/\/www.iitrpr.ac.in\/civil\/wp-content\/uploads\/2022\/05\/Two-Hinged-Arch-Apparatus-min.jpg\" style=\"width: 800px;\"><\/td><\/tr><tr><td>6<\/td><td>Three Hinged Arch Apparatus<\/td><td>A three-hinged arch apparatus was&nbsp;design and fabricated in order to experiment action of different loads at different points on arch structures<\/td><td><img src=\"https:\/\/www.iitrpr.ac.in\/civil\/wp-content\/uploads\/2022\/05\/Three-Hinged-Arch-Apparatus-min.jpg\" style=\"width: 801px;\"><\/td><\/tr><tr><td>7<\/td><td>Shear Center and Unsymmetrical Beam Bending Apparatus<\/td><td>This&nbsp;Apparatus&nbsp;is used to measure&nbsp;shear centre&nbsp;of different sectioned&nbsp;beams&nbsp;when the&nbsp;loading&nbsp;is applied<\/td><td><img src=\"https:\/\/www.iitrpr.ac.in\/civil\/wp-content\/uploads\/2022\/05\/Shear-Center-and-Unsymmetrical-Beam-Bending-Apparatus-min.jpg\" style=\"width: 800px;\"><\/td><\/tr><tr><td>8<\/td><td>Portal Frame Apparatus<\/td><td>Portal Frame apparatus is used to examine the horizontal reactions, fixing moments and direction of sway of two rectangular portal frames subjected to vertical loading.<\/td><td><img src=\"https:\/\/www.iitrpr.ac.in\/civil\/wp-content\/uploads\/2022\/05\/Portal-Frame-Apparatus-min.jpg\" style=\"width: 800px;\"><\/td><\/tr><tr><td>9<\/td><td>Pin Joint Truss Apparatus<\/td><td>An experimental&nbsp;apparatus&nbsp;to create a wide selection of&nbsp;pin-jointed&nbsp;frameworks and then investigate the effects resulting from applying loading forces to them.&nbsp;<\/td><td><img src=\"https:\/\/www.iitrpr.ac.in\/civil\/wp-content\/uploads\/2022\/05\/Pin-Joint-Truss-Apparatus-min.jpg\" style=\"width: 800px;\"><\/td><\/tr><tr><td>10<\/td><td>Strain Gauge&nbsp; Indicator with Digital Display<\/td><td>Strain Gauge Indicator&nbsp;accepts&nbsp;strain&nbsp;gauge&nbsp;signal form&nbsp;strain&nbsp;gauge&nbsp;sensors such as load cells, pressure transducers and torque sensors and provide alarms, indicates value and also converts into selected DC voltage or current output allowing direct connection to PLC\u2019s<\/td><td><img src=\"https:\/\/www.iitrpr.ac.in\/civil\/wp-content\/uploads\/2022\/05\/Strain-Gauge-Indicator-with-Digital-Display-min.jpg\" style=\"width: 800px;\"><\/td><\/tr><\/tbody><\/table><\/figure>\n","protected":false},"excerpt":{"rendered":"<p>At present the lab is equipped with a 3000 kN servo hydraulic compression testing machine, 200 kN flexural testing machine, concrete cube and beam casting and testing facilities. Officer in charge: Dr. Muthulingam Subramaniyan Structural Analysis Laboratory: S. No. Name of Instrument Description Photo 1 Clerk\u2019s Maxwell Reciprocal Theorem Apparatus THE THEOREM Clerk-Maxwell&#8217;s reciprocal theorem [&hellip;]<\/p>\n","protected":false},"author":1,"featured_media":885,"parent":58,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":[],"acf":[],"_links":{"self":[{"href":"\/civil\/index.php?rest_route=\/wp\/v2\/pages\/870"}],"collection":[{"href":"\/civil\/index.php?rest_route=\/wp\/v2\/pages"}],"about":[{"href":"\/civil\/index.php?rest_route=\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"\/civil\/index.php?rest_route=\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"\/civil\/index.php?rest_route=%2Fwp%2Fv2%2Fcomments&post=870"}],"version-history":[{"count":12,"href":"\/civil\/index.php?rest_route=\/wp\/v2\/pages\/870\/revisions"}],"predecessor-version":[{"id":1808,"href":"\/civil\/index.php?rest_route=\/wp\/v2\/pages\/870\/revisions\/1808"}],"up":[{"embeddable":true,"href":"\/civil\/index.php?rest_route=\/wp\/v2\/pages\/58"}],"wp:featuredmedia":[{"embeddable":true,"href":"\/civil\/index.php?rest_route=\/wp\/v2\/media\/885"}],"wp:attachment":[{"href":"\/civil\/index.php?rest_route=%2Fwp%2Fv2%2Fmedia&parent=870"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}