{"id":1037,"date":"2016-10-19T21:40:12","date_gmt":"2016-10-19T16:10:12","guid":{"rendered":"http:\/\/onlinecivilforum.com\/site\/?p=1037"},"modified":"2022-12-13T11:52:17","modified_gmt":"2022-12-13T06:22:17","slug":"design-of-reinforced-concrete-isolated-pad-foundation","status":"publish","type":"post","link":"https:\/\/onlinecivilforum.com\/site\/design-of-reinforced-concrete-isolated-pad-foundation\/","title":{"rendered":"Design of Reinforced Concrete Isolated pad foundation"},"content":{"rendered":"<p><strong>Read the following instruction before proceeding for Design<\/strong><\/p>\n<p>1 The design as per <strong>IS 456:2000<\/strong> (Plain and reinforced concrete &#8211; code of practice) &#8211; Limit state method of design<br \/>\n2 The design approach is on the conservative side and for a economical design the user should follow either manual calculation<br \/>\nor any other relavant software\/tool<br \/>\n3 For bearing capacity of soil the user refer documents related to soil investigation of the site.<br \/>\n4 Warning message is displayed if the footing pressure exceeds soil bearing capacity or if it is less than zero<br \/>\n5 For Pipe rack foundations, it should be ensure that the minimum contact area of footing with soil should be 75%<br \/>\n6 This design sheet carries out Flexure design, One way shear check and Two way shear check<br \/>\n7 b= should be always the longer side of the column<br \/>\n8 d= should be always the shorter side of the column<br \/>\n9 Bf= should be always the the longer side of the footing<br \/>\n10 Df= should be always the shorter side of the footing<br \/>\n11 In flexure, the footing will be designed for maximum pressure<br \/>\n12 All the cells that have border are to be filled by the user.<\/p>\n<p style=\"text-align: center;\"><a href=\"https:\/\/drive.google.com\/open?id=0B_4PdKkYoZMWVjA3YXZMcFNIR28\"><strong>Click Here to Download<\/strong><\/a><\/p>\n","protected":false},"excerpt":{"rendered":"<p>Read the following instruction before proceeding for Design 1 The design as per IS 456:2000 (Plain and reinforced concrete &#8211; code of practice) &#8211; Limit state method of design 2 The design approach is on the conservative side and for a economical design the user should follow either manual calculation or any other relavant software\/tool &hellip;<\/p>\n","protected":false},"author":2264,"featured_media":1038,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"two_page_speed":[],"footnotes":""},"categories":[54],"tags":[69,107,61,65,102],"class_list":["post-1037","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-design-spreadsheets","tag-concrete","tag-excel-sheet","tag-foundation","tag-reinforcement","tag-structural-design"],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v27.3 - 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