{"id":2913,"date":"2020-09-29T05:54:12","date_gmt":"2020-09-29T05:54:12","guid":{"rendered":"https:\/\/seismicconsolidation.com\/?p=2913"},"modified":"2020-09-29T05:56:51","modified_gmt":"2020-09-29T05:56:51","slug":"assistant-director-engineering-civil-gujranwala-development-authority-ppsc","status":"publish","type":"post","link":"https:\/\/seismicconsolidation.com\/assistant-director-engineering-civil-gujranwala-development-authority-ppsc\/","title":{"rendered":"Assistant Director Engineering (Civil) Gujranwala Development Authority PPSC"},"content":{"rendered":"
Past paper of PPSC<\/strong><\/p>\n Post name= Assistant Director Engineering (Civil)<\/strong><\/p>\n Department: Gujranwala Development Authority<\/strong><\/p>\n No. of posts: 2<\/strong><\/p>\n Post case number = 13-RE\/2019<\/strong><\/p>\n Test held on = 16\/11\/2019<\/strong><\/p>\n \u00a0Compiled by: Engr. Usman Iftikhar<\/strong><\/p>\n Note: Errors and omissions are accepted<\/p>\n Construction Materials<\/strong><\/p>\n Survey<\/strong><\/p>\n Fluid mechanics & Hydraulics<\/strong><\/p>\n (When reservoir is empty, compression occurs at heel).<\/p>\n Interception, depression storage, water absorbed due to moisture deficiency, all<\/u><\/p>\n Geo-Technical <\/strong><\/p>\n Gs=(W2-W1)\/((W4-W1)-(W3-W2))<\/p>\n W1= weight of pycnometer<\/p>\n W2= weight of pycnometer + soil<\/p>\n W3= weight of pycnometer + water+ soil<\/p>\n W4= weight of pycnometer + water<\/p>\n K0=1-sin \u03c6=1-sin30=0.5<\/p>\n Ka=1-sin \u03c6\/1+sin \u03c6=1-sin 30\/1+sin 30=0.33<\/p>\n Kp=1+sin \u03c6\/1-sin \u03c6=1+sin 30\/1-sin 30= 3<\/p>\n Building Construction<\/strong><\/p>\n Member which supports rafter is called purlin<\/p>\n Structural Analysis<\/strong><\/p>\n (Maximum shear stresses in circular section is ___ of average: 1.33)<\/u><\/p>\n Construction Management<\/strong><\/p>\n PRC<\/strong><\/p>\n (Maximum reinforcement<\/strong>\u00a0for\u00a0beams<\/strong>\u00a0is 4% and minimum value is 0.8% but it is preferable to provide a value between 1.5-2.5%.<\/p>\n Maximum reinforcement<\/strong>\u00a0for column is 6% and minimum value is 0.8%.)<\/p>\n (According to ZA Siddiqui 0.18% for 420 MPa, 0.2% for 280 MPa)<\/p>\n RCC column is treated as long if its slenderness ratio is greater than 80 (Khurmi)<\/u><\/p>\n Transportation\/Highway <\/strong><\/p>\n Irrigation<\/strong><\/p>\n General Knowledge<\/strong><\/p>\n Egypt was reinstated as a member of the Arab league in 1989 and the league\u2019s HQ returned to Cairo in 1990.<\/p>\n <\/p>\n <\/p>\n","protected":false},"excerpt":{"rendered":" Past paper of PPSC Post name= Assistant Director Engineering (Civil) Department: Gujranwala Development Authority No. of posts: 2 Post case number = 13-RE\/2019 Test held on = 16\/11\/2019 \u00a0Compiled by: Engr. Usman Iftikhar Note: Errors and omissions are accepted Construction Materials Hardest rock is: Diamond. Rock having highest crushing strength: Granite, slate, sandstone Rapid hardening…<\/p>\n","protected":false},"author":1,"featured_media":0,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":[],"categories":[323],"tags":[329],"_links":{"self":[{"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/posts\/2913"}],"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=2913"}],"version-history":[{"count":3,"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/posts\/2913\/revisions"}],"predecessor-version":[{"id":2917,"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/posts\/2913\/revisions\/2917"}],"wp:attachment":[{"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/media?parent=2913"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/categories?post=2913"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/tags?post=2913"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}\n
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