{"id":1910,"date":"2017-08-05T15:55:16","date_gmt":"2017-08-05T10:25:16","guid":{"rendered":"https:\/\/www.onlinecivilforum.com\/site\/?p=1910"},"modified":"2022-12-13T11:33:49","modified_gmt":"2022-12-13T06:03:49","slug":"checklist-beam-bottom","status":"publish","type":"post","link":"https:\/\/onlinecivilforum.com\/site\/checklist-beam-bottom\/","title":{"rendered":"Checklist For Beam Bottom"},"content":{"rendered":"

Checklist For Beam Bottom<\/strong><\/p>\n\n\n\n\n
FORM\/FORMAT<\/td>\nChecklist no.<\/td>\n<\/tr>\n
Title: Checklist For Beam Bottom.<\/td>\nRev. , dated<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n

Building Location Date.<\/p>\n

Grade of concrete= M Grade of steel =<\/p>\n\n\n\n\n\n\n\n\n\n\n\n
Sr. No.<\/strong><\/td>\nActivity<\/strong><\/td>\nAcceptance Criteria<\/strong><\/td>\nObservation<\/strong><\/td>\n<\/tr>\n
\u00a01<\/td>\nArchitectural details<\/td>\nAs per Drg. No.:_______,<\/p>\n

Rev. No.:________<\/td>\n

<\/td>\n<\/tr>\n
\u00a02<\/td>\nColumn Dimensions (Width and<\/p>\n

Thickness.)<\/td>\n

As per Drg. No.:_______,<\/p>\n

Rev. No.:________<\/td>\n

<\/td>\n<\/tr>\n
\u00a03<\/td>\nColumn Reductions<\/td>\nAs per Drg. No.:_______,<\/p>\n

Rev. No.:________<\/td>\n

<\/td>\n<\/tr>\n
\u00a04<\/td>\nBeam Bottoms (width and Depth)<\/td>\na) Width dimension + 5mm. Max<\/p>\n

b) Depth=Dimension+5mm<\/td>\n

<\/td>\n<\/tr>\n
\u00a05<\/td>\nLevel of Beam Bottoms<\/td>\nShall be As per drawing no. _______. With a<\/p>\n

tolerance of + 5 mm. (no camber to be provided,unless specified by RCC Consultant)<\/td>\n

<\/td>\n<\/tr>\n
\u00a06<\/td>\nChipping of Column Junctions<\/td>\nLaitance removed & coarse aggregate top is exposed compulsorily.<\/td>\n<\/td>\n<\/tr>\n
\u00a07<\/td>\nWooden Props system<\/td>\nWooden prop shall be of min. 2 \u00bd \u201c diameter, at a spacing 1\u20197\u201dc\/c for beam depth up to 750mm or as per shuttering design for beam depths more than 750mm. 1st prop from column shall be at max. 9\u201dfor<\/p>\n

any beam depth.<\/td>\n

<\/td>\n<\/tr>\n
\u00a08<\/td>\nISLB & Acrow prop system<\/td>\nAcrow prop shall be made of min. B class pipe.Spacing of acrow prop shall be at 2.4m c\/c for beam depth up to 700mm. or as per shuttering design for beam depths more than 700mm. 1st prop from column shall be at max. 9\u201d for any beam depth.Variation in 3\u201dx3\u201d chavi shall be max. +- 3mm.<\/td>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n

Note : All dwg numbers , to be referred should be filled in , before the Checklist is referred to , at<\/strong><\/p>\n

location , for Acceptance Criteria , by the Senior Engineer\/Sector Engineer .<\/strong><\/p>\n

FOREMAN: _________________________<\/strong><\/p>\n

JR.ENGR\/SITE ENGINEER: _______________<\/strong><\/p>\n

SENIOR\/SECTOR ENGINEER: ______________<\/strong><\/p>\n

NB: Checklist, to be completed in all respects and signed with date by all concerned, as designated<\/strong><\/p>\n

above.<\/strong><\/p>\n

 <\/p>\n

Click Here to Download<\/span><\/a><\/h2>\n","protected":false},"excerpt":{"rendered":"

Checklist For Beam Bottom FORM\/FORMAT Checklist no. Title: Checklist For Beam Bottom. Rev. , dated Building Location Date. Grade of concrete= M Grade of steel = Sr. No. Activity Acceptance Criteria Observation \u00a01 Architectural details As per Drg. No.:_______, Rev. No.:________ \u00a02 Column Dimensions (Width and Thickness.) As per Drg. No.:_______, Rev. No.:________ \u00a03 Column …<\/p>\n","protected":false},"author":2264,"featured_media":1911,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"two_page_speed":[],"footnotes":""},"categories":[49],"tags":[248,116],"class_list":["post-1910","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-checklist","tag-beam-bottom","tag-checklist"],"yoast_head":"\nChecklist For Beam Bottom<\/title>\n<meta name=\"description\" content=\"Checklist For Beam Bottom FORM\/FORMAT Checklist no. Title: Checklist For Beam Bottom. 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