{"id":390,"date":"2023-01-30T13:11:18","date_gmt":"2023-01-30T13:11:18","guid":{"rendered":"https:\/\/structureauditagency.com\/?p=390"},"modified":"2023-01-30T13:20:26","modified_gmt":"2023-01-30T13:20:26","slug":"load-carrying-capacity-of-a-chequered-plate","status":"publish","type":"post","link":"https:\/\/structureauditagency.com\/?p=390","title":{"rendered":"Load Carrying Capacity of a Chequered Plate"},"content":{"rendered":"\n<p><strong>Load Carrying Capacity of a MS Chequered Plate<\/strong><\/p>\n\n\n\n<p> Maximum Width of Plate m B 0.6<\/p>\n\n\n\n<p>Thickness of Plate m t 0.02<\/p>\n\n\n\n<p>Unit Weight of Steel KN\/Sqm &nbsp; 78.5 <\/p>\n\n\n\n<p>Live Load Consideration KN\/Sqm P1 5 <\/p>\n\n\n\n<p> Yeild Stress of Plate N\/sqmm Fy 215 <\/p>\n\n\n\n<p>Young Modulus of Steel KN\/Sqm E 193000 &nbsp; <\/p>\n\n\n\n<p><strong>Load Calculations <\/strong>&nbsp; &nbsp; &nbsp;  <\/p>\n\n\n\n<p>Weight of Plate KN\/Sqm P2 1.57 &nbsp; (Thickness x Unit Weight) &nbsp; &nbsp; &nbsp; <\/p>\n\n\n\n<p>Live Load Consideration KN\/Sqm P1 5  <\/p>\n\n\n\n<p>Total Load (P1+P2) KN\/Sqm W 6.57 &nbsp; <\/p>\n\n\n\n<p><strong>Bending Moment Calculation &nbsp;<\/strong> &nbsp; &nbsp;  <\/p>\n\n\n\n<p>Maximum Bending Moment Kn.m M 0.29565 &nbsp; WxBXB\/8 &nbsp; &nbsp; &nbsp;  <\/p>\n\n\n\n<p>Moment of Interia mm4 I 666666.6667 &nbsp; (1000&#215;20^3)\/12 &nbsp; &nbsp; &nbsp; <\/p>\n\n\n\n<p>Section Modulus mm3 Z 66666.66667 &nbsp; I\/(t\/2) &nbsp; &nbsp; &nbsp; &nbsp; <\/p>\n\n\n\n<p><strong>Check For Bending Stress<\/strong> &nbsp; &nbsp; &nbsp; <\/p>\n\n\n\n<p>Actual Bending Stress N\/Sqmm fs 4.43475 &nbsp; M\/Z &nbsp; &nbsp; &nbsp; <\/p>\n\n\n\n<p>Permissible Bending Stress &nbsp; &nbsp; &nbsp; &nbsp; 0.8XYeild Strength N\/Sqmm fb 172 &nbsp; &nbsp; &nbsp; &nbsp; <\/p>\n\n\n\n<p>SAFE &nbsp; <\/p>\n\n\n\n<p><strong>Check For Deflection &nbsp; <\/strong>&nbsp; &nbsp; <\/p>\n\n\n\n<p>Actual Deflection mm &nbsp; 0.000086 &nbsp; 5xWxBxBxBxB\/(384XExI) &nbsp; &nbsp; &nbsp; <\/p>\n\n\n\n<p>Allowable Deflection mm &nbsp; 3 &nbsp; &nbsp; &nbsp; &nbsp; <\/p>\n\n\n\n<p>SAFE<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Load Carrying Capacity of a MS Chequered Plate Maximum Width of Plate m B 0.6 Thickness of Plate m t 0.02 Unit Weight of Steel KN\/Sqm &nbsp; 78.5 Live Load Consideration KN\/Sqm P1 5 Yeild Stress of Plate N\/sqmm Fy 215 Young Modulus of Steel KN\/Sqm E 193000 &nbsp; Load Calculations &nbsp; &nbsp; &nbsp; Weight [&hellip;]<\/p>\n","protected":false},"author":1,"featured_media":0,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[1],"tags":[],"class_list":["post-390","post","type-post","status-publish","format-standard","hentry","category-uncategorized"],"_links":{"self":[{"href":"https:\/\/structureauditagency.com\/index.php?rest_route=\/wp\/v2\/posts\/390","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/structureauditagency.com\/index.php?rest_route=\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/structureauditagency.com\/index.php?rest_route=\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/structureauditagency.com\/index.php?rest_route=\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/structureauditagency.com\/index.php?rest_route=%2Fwp%2Fv2%2Fcomments&post=390"}],"version-history":[{"count":2,"href":"https:\/\/structureauditagency.com\/index.php?rest_route=\/wp\/v2\/posts\/390\/revisions"}],"predecessor-version":[{"id":396,"href":"https:\/\/structureauditagency.com\/index.php?rest_route=\/wp\/v2\/posts\/390\/revisions\/396"}],"wp:attachment":[{"href":"https:\/\/structureauditagency.com\/index.php?rest_route=%2Fwp%2Fv2%2Fmedia&parent=390"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/structureauditagency.com\/index.php?rest_route=%2Fwp%2Fv2%2Fcategories&post=390"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/structureauditagency.com\/index.php?rest_route=%2Fwp%2Fv2%2Ftags&post=390"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}