{"id":1471,"date":"2017-01-29T19:07:46","date_gmt":"2017-01-29T13:37:46","guid":{"rendered":"http:\/\/onlinecivilforum.com\/site\/?p=1471"},"modified":"2022-12-13T11:34:08","modified_gmt":"2022-12-13T06:04:08","slug":"rcc-column-with-foundation","status":"publish","type":"post","link":"https:\/\/onlinecivilforum.com\/site\/rcc-column-with-foundation\/","title":{"rendered":"RCC COLUMN WITH FOUNDATION"},"content":{"rendered":"

Design of\u00a0RCC COLUMN WITH FOUNDATION<\/p>\n

Reinforced Cement Concrete<\/em>) column<\/em> is a structural member of RCC frame structured building.<\/p>\n

Earthwork in excavation in foundation:<\/strong><\/p>\n

1×2.00×2.00×0.83= 3.32CUM<\/p>\n

(0.75M trapezoidal portion height+0.08M concrete)<\/p>\n

Cement concrete 1:4:8 in base:<\/strong><\/p>\n

1×2.00×2.00×0.08= 0.32CUM<\/p>\n

R.C.C work 1:2:4: in footing excluding steel and it\u2019s bending.<\/strong><\/p>\n

Bottom square portion<\/p>\n

1×2.00×2.00×0.25= 1.00CUM<\/p>\n

Trapezoidal portion Vol<\/p>\n

h\/6(A1+A2+4Am)<\/p>\n

0.5\/6{(2×2+.35x.35+4[(2+.35)\/2]x[(2+.35)\/2]}=0.804CUM<\/p>\n

Total : 1.00+0.804= 1.804CUM<\/p>\n

R.C.C work 1:2:4: in column above Ground Level (G.L) excluding steel and it\u2019s bending<\/strong><\/p>\n

Square portion below plinth level (P.L)<\/p>\n

1x.35x.35×60 = 0.074 CUM<\/p>\n

Circular portion above plinth level<\/p>\n

1x(\u03c0\/4×0.30×0.30)x3.30 = 0.233 CUM<\/p>\n

Total: \u00a00.074+0.233 = 0.307 CUM<\/p>\n

Steel reinforcing bars including bending-<\/strong><\/p>\n

(i)\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 12 mm dia bars @0.89kg in base footing<\/p>\n

No. of bars = (200cm-8cm)\/15cm+1= 14Nos.<\/p>\n

(Bars are spaced at 15cm\u00a0 centre to centre and cover 8cm less, 4cm in one side + 1 bar is added)<\/p>\n

L=200-2covers+2hooks = 200-2×4+2x9x1.2 = 213.6cm,\u00a0 say 2.14m<\/p>\n

(cover=4cm, hook = 9xd, d is diameter of bar 12mm = 1.2cm)<\/p>\n

Bars are placed two way so<\/p>\n

2x14Nos.x2.14m (Bar length) = 2x14x2.14 = 53.33 Kg.<\/p>\n

(ii)\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 16mm diameter dowel bars@ 1.58 kg<\/p>\n

L= 0.45+0.75-2xcover+bend on the concrete<\/p>\n

= 0.45+0.75-2x.04+0.15 (overlap 41cm+4cmcover=45cm)<\/p>\n

= 1.27m , take 6 Nos. dowel bars 60\u00b0 apart.<\/p>\n

=6Nosx1.27×1.58 = 12.40kg<\/p>\n

(iii)\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 16mm dia vertical bars @ 1.58kg in column<\/p>\n

L = 3.30+0.6+0.10+0.10 =4.10m, take 6 Nos bars at 60\u00b0 apart.<\/p>\n

6Nosx4.1×1.58 = 38.87Kg<\/p>\n

(iV)\u00a0\u00a0\u00a0\u00a0\u00a0 10mm Dia bars @ 0.62kg in lateral ties<\/p>\n

No.= 3.90\/.15+1 = 27Nos.<\/p>\n

L = \u03c0x.22+18×1.0 (18xd) = .88m<\/p>\n

27Nosx0.88×0.62 = 14.73kg.<\/p>\n

Total weight:\u00a0\u00a0 53.33+12.04+38.87+14.73 = 118.97kg<\/p>\n

ABSTRACT :<\/strong><\/p>\n

    \n
  1. Earthwork in excavation in foundation: 3.32cum<\/strong><\/li>\n
  2. Cement concrete 1:4:8 in base: 0.32cum<\/strong><\/li>\n
  3. R.C.C work 1:2:4: in footing excluding 1.804cum<\/strong><\/li>\n<\/ol>\n

    Steel and it\u2019s bending.<\/strong><\/p>\n

      \n
    1. R.C.C work 1:2:4: in column above Ground <\/strong>0.307cum<\/strong><\/li>\n<\/ol>\n

      \u00a0Level (G.L) excluding steel and it\u2019s bending<\/strong><\/p>\n

        \n
      1. Steel reinforcing bars including bending- 118.97kg\u00a0<\/strong><\/li>\n<\/ol>\n

        Centering & shuttering required:<\/strong><\/p>\n

        (a)\u00a0 Footing trapezoidal portion- 4Nos.x(2.00+0.35)\/2xsloping height<\/p>\n

        =4×1.175×0.964<\/p>\n

        4.531 sqm<\/p>\n

        (b) Square portion above G.L up to plinth- =4Nos.x0.35×0.6<\/p>\n

        = 0.840 sqm<\/p>\n

        (c.) Circular portion above plinth-<\/p>\n

        =\u03c0x0.3×3.3<\/p>\n

        =3.109sqm<\/p>\n

        Total= 4.531+0.84+3.109 = 8.48sqm<\/p>\n","protected":false},"excerpt":{"rendered":"

        Design of\u00a0RCC COLUMN WITH FOUNDATION Reinforced Cement Concrete) column is a structural member of RCC frame structured building. Earthwork in excavation in foundation: 1×2.00×2.00×0.83= 3.32CUM (0.75M trapezoidal portion height+0.08M concrete) Cement concrete 1:4:8 in base: 1×2.00×2.00×0.08= 0.32CUM R.C.C work 1:2:4: in footing excluding steel and it\u2019s bending. Bottom square portion 1×2.00×2.00×0.25= 1.00CUM Trapezoidal portion Vol …<\/p>\n","protected":false},"author":2264,"featured_media":1472,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"two_page_speed":[],"footnotes":""},"categories":[58],"tags":[61,95],"class_list":["post-1471","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-structural","tag-foundation","tag-rcc-column"],"yoast_head":"\nRCC COLUMN WITH FOUNDATION<\/title>\n<meta name=\"description\" content=\"Design of RCC COLUMN WITH FOUNDATION Reinforced Cement Concrete ) column is a structural member of RCC frame structured building.\" \/>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/onlinecivilforum.com\/site\/rcc-column-with-foundation\/\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta 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