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REINFORCING
 DETAILS OF RCC
COLUMN &FOOTING
Column
• Columns are vertical compression members
  of a structural frame intended to support the
  load-carrying beams. They transmit loads
  from the upper floors to the lower levels
  and then to the soil through the foundations.
• Usually columns carry bending moment as
  well, about one or both axes of the cross
  section, and the bending action may
  produce tensile forces over a part of the
  cross section
• Reinforcement are provided in order to
  reduce the size of the column
• The main reinforcement in columns is
 longitudinal, parallel to the direction of the load
 and consists of bars arranged in a square,
 rectangular, or circular shape
• Main steel is provided to resist compression load
  along with concrete
• Reinforcement Requirements (Longitudinal Steel
  Ast)
   min Ast 0.8 % of C/S
   max Ast 6% of C/S
• The object of stipulating a min. percentage of
  steel is to make provision to prevent buckling of
  column due to any accidental eccentricity of the
  load on it
• For stipulating a max. percentage of steel is to
  provide reinforcement with in such a limit to
  avoid congestion of reinforcement which would
  make it very difficult to place the concrete and
  consolidate it
• Min. 4 bars in rectangular/square column and min. 6
  bars in circular shape column
• The bar shall not be less than 12mm
• The nominal cover shall any case not be less than
  40mm.
• In our site they provided 40mm cover
• Min. distance b/w individual bars
   -the dia of larger bar
   -5mm more nominal max. size of coarse aggregate
• Spacing of longitudinal bars shall not exceed
  300mm from the periphery of the column
• in our site they provided rectangular and circular
  columns
• For rectangular column
• -distributed the reinforcement equally on four
  sides
• - the no. of bars in a column are varying from 10,
  12,14, 16, of varying diameter
• They provide different diameter main bars i.e.,
  16mm,20mm,25mm
• In our site 450mm dia. circular column Is used
• For circular column they provide 6 nos 20mm
  dia. And 6 nos 16mm dia
• The effective length provide is 48 times the dia .
  Of bar
TRANSVERSE REINFORCEMENT
 • In order to maintain the position of longitudinal
   reinforcement and also to prevent their buckling
   which may cause splitting of concrete. It is also assist
   confining the concrete
 • The diameter of transverse reinforcement shall not be
   less than 1/4th dia. of main bar in no case less than
   5mm
 • The spacing of lateral ties
    the least lateral dimension of the column/16times the
     dia. Of main bars
    max spacing is 300mm
• In our site they provided lateral ties of diameter
  8mm at a spacing 200 and 250mm c/c

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Reinfocing details of column

  • 1. REINFORCING DETAILS OF RCC COLUMN &FOOTING
  • 2. Column • Columns are vertical compression members of a structural frame intended to support the load-carrying beams. They transmit loads from the upper floors to the lower levels and then to the soil through the foundations. • Usually columns carry bending moment as well, about one or both axes of the cross section, and the bending action may produce tensile forces over a part of the cross section • Reinforcement are provided in order to reduce the size of the column
  • 3. • The main reinforcement in columns is longitudinal, parallel to the direction of the load and consists of bars arranged in a square, rectangular, or circular shape
  • 4. • Main steel is provided to resist compression load along with concrete • Reinforcement Requirements (Longitudinal Steel Ast) min Ast 0.8 % of C/S max Ast 6% of C/S
  • 5. • The object of stipulating a min. percentage of steel is to make provision to prevent buckling of column due to any accidental eccentricity of the load on it • For stipulating a max. percentage of steel is to provide reinforcement with in such a limit to avoid congestion of reinforcement which would make it very difficult to place the concrete and consolidate it
  • 6. • Min. 4 bars in rectangular/square column and min. 6 bars in circular shape column • The bar shall not be less than 12mm • The nominal cover shall any case not be less than 40mm. • In our site they provided 40mm cover • Min. distance b/w individual bars -the dia of larger bar -5mm more nominal max. size of coarse aggregate
  • 7. • Spacing of longitudinal bars shall not exceed 300mm from the periphery of the column • in our site they provided rectangular and circular columns • For rectangular column • -distributed the reinforcement equally on four sides
  • 8. • - the no. of bars in a column are varying from 10, 12,14, 16, of varying diameter • They provide different diameter main bars i.e., 16mm,20mm,25mm • In our site 450mm dia. circular column Is used • For circular column they provide 6 nos 20mm dia. And 6 nos 16mm dia • The effective length provide is 48 times the dia . Of bar
  • 9. TRANSVERSE REINFORCEMENT • In order to maintain the position of longitudinal reinforcement and also to prevent their buckling which may cause splitting of concrete. It is also assist confining the concrete • The diameter of transverse reinforcement shall not be less than 1/4th dia. of main bar in no case less than 5mm • The spacing of lateral ties the least lateral dimension of the column/16times the dia. Of main bars max spacing is 300mm
  • 10. • In our site they provided lateral ties of diameter 8mm at a spacing 200 and 250mm c/c
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