{"id":544,"date":"2020-02-07T16:27:29","date_gmt":"2020-02-07T16:27:29","guid":{"rendered":"https:\/\/seismicconsolidation.com\/?p=544"},"modified":"2020-02-07T16:52:59","modified_gmt":"2020-02-07T16:52:59","slug":"dos-lectureslides","status":"publish","type":"post","link":"https:\/\/seismicconsolidation.com\/dos-lectureslides\/","title":{"rendered":"Dos Lecture slides"},"content":{"rendered":"

Capacity of rectangular sections WSD Charts sheet<\/a><\/p>\n

Water Tank, Liquid retaining structures<\/a><\/p>\n

Typical Slab Details<\/a><\/p>\n

Tunnels<\/a><\/p>\n

Moment coefficients for rectangular panels top edge unsupported<\/a><\/p>\n

Moment coefficients for rectangular panels top edge simply supported<\/a><\/p>\n

Moment coefficients for rectangular panels top edge fixed<\/a><\/p>\n

Term Project DOS concrete portion<\/a><\/p>\n

steel column design<\/a><\/p>\n

Steel Bridge_Lec_1_2<\/a><\/p>\n

SLAB ON GRADE<\/a><\/p>\n

Review of Design of structures<\/a><\/p>\n

Retaining walls Reinforcement Detailing<\/a><\/p>\n

Retaining wall<\/a><\/p>\n

Rectangular_Tank_Example_Latest<\/a><\/p>\n

Rectangular concrete tanks PCA<\/a><\/p>\n

Excel sheet for Moment coefficients for rectangular panels subjected to UVL<\/a><\/p>\n

Excel sheet for moment calculation for retaining walls<\/a><\/p>\n

Liquid retaining structures 1<\/a><\/p>\n

Liquid retaining structures 2<\/a><\/p>\n

Excel sheet for frame design sheet<\/a><\/p>\n

Excel sheet for cb calculation<\/a><\/p>\n

Capacity of rectangular section fc’=35Mpa<\/a><\/p>\n

Capacity of rectangular section fc’=30Mpa<\/a><\/p>\n

Capacity of rectangular section fc’=20Mpa<\/a><\/p>\n

design of multistorey structures<\/a><\/p>\n

Design of masonary house important points<\/a><\/p>\n

design of framed structures<\/a><\/p>\n

construction of design charts<\/a><\/p>\n

Concrete Formulae<\/a><\/p>\n

Cantilever Retaining Wall-Part I<\/a><\/p>\n

Cantilever Retaining Wall-Part II<\/a><\/p>\n

Cantilever Retaining Wall-Part III<\/a><\/p>\n

Approximate methods for indeterminate structural analysis Building frames<\/a><\/p>\n

Two way slab<\/a><\/p>\n

 <\/p>\n

 <\/p>\n","protected":false},"excerpt":{"rendered":"

Capacity of rectangular sections WSD Charts sheet Water Tank, Liquid retaining structures Typical Slab Details Tunnels Moment coefficients for rectangular panels top edge unsupported Moment coefficients for rectangular panels top edge simply supported Moment coefficients for rectangular panels top edge fixed Term Project DOS concrete portion steel column design Steel Bridge_Lec_1_2 SLAB ON GRADE Review…<\/p>\n","protected":false},"author":1,"featured_media":0,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":[],"categories":[1],"tags":[],"_links":{"self":[{"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/posts\/544"}],"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=544"}],"version-history":[{"count":3,"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/posts\/544\/revisions"}],"predecessor-version":[{"id":548,"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/posts\/544\/revisions\/548"}],"wp:attachment":[{"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/media?parent=544"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/categories?post=544"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/tags?post=544"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}