Penulis
Estimation of steel reinforcement quantity for concrete slab, footing, and column, beams, etc. is crucial for the cost evaluation for the construction. Design drawings are used as a base for computing rebar quantity in different structural elements.
This article presents the steel quantity computation process for slabs, columns, and footings.
Compute the number of steel bars.
No. of bars= (Slab length(L)/spacing)+1 Equation 1
In equation 1, the center to center spacing of main reinforcement steel bars are used and shrinkage and temperature bar spacing is used in equation 2.
Fig. 1: Types and arrangement of steel bars in one way slab
3. Calculate cutting length:
Where:
Ld: development length which illustrated in Fig. 2.
Inclined length can found from the following expression:
Inclined length= 0.45D Equation 5
D=slab thickness-2*concrete cover-bar diameter Equation 6
Fig. 2: Bent up bars in slab
Main steel bars=No. of bars*cutting length*weight of the bar (
/162) Equation 7
(/162) is the weight of steel which is derived from steel volume times its density which is 7850 kg/m3.
The size of the footing and its reinforcement details (bar size and spacing) shall be known. This can be achieved from design drawings. After that, the following steps will be taken to compute the steel quantity.
No. of bars = {(L or w – concrete cover for both sides) ÷ spacing} +1 Equation 8
where L or W: length or width of the footing
Length of bar = L or W–concrete cover for both sides + 2*bend length Equation 9
Where L or W is length or width of the footing
The above calculation procedure is for a single reinforcing net. Therefore, for footings with the double reinforcing net, the same procedure need to be used again to compute steel quantity for another reinforcing net.
Cutting length=2*((w-cover)+(h-cover))+Ld Equation 10
where:
w: column width
h: column depth
Ld: stirrup development length
Total steel quantity of columns equal to the sum of both main and stirrup steels.
This article presents the steel quantity computation process for slabs, columns, and footings.
Calculate Steel Quantity for Slab
Obtain slab dimension and reinforcement details from design drawings as shown in Fig.1.Compute the number of steel bars.
Main Steel Bars
No. of bars= (Slab length(L)/spacing)+1 Equation 1
Shrinkage and Temperature Steel Bars
No. of bars= (Slab length(S)/spacing)+1 Equation 2In equation 1, the center to center spacing of main reinforcement steel bars are used and shrinkage and temperature bar spacing is used in equation 2.
Fig. 1: Types and arrangement of steel bars in one way slab
3. Calculate cutting length:
Main steel bars
Cutting length= clear span(S)+Ld+inclined length+2×45 degree bend Equation 3Shrinkage and Temperature steel bars
Cutting length= clear span(S)+Ld+inclined length+2×45 degree bend Equation 4Where:
Ld: development length which illustrated in Fig. 2.
Inclined length can found from the following expression:
Inclined length= 0.45D Equation 5
D=slab thickness-2*concrete cover-bar diameter Equation 6
Fig. 2: Bent up bars in slab
- 3. Convert that length into kilograms or tons because steel bars are ordered by weight. The same equation used for both main and shrinkage and temperature reinforcement, but corresponding cutting length, number of bars, and bar diameter is used.
Main steel bars=No. of bars*cutting length*weight of the bar (
/162) Equation 7(
/162) is the weight of steel which is derived from steel volume times its density which is 7850 kg/m3.Calculate Steel for Footing
The size of the footing and its reinforcement details (bar size and spacing) shall be known. This can be achieved from design drawings. After that, the following steps will be taken to compute the steel quantity.
- calculate the required number of bars for both directions.
No. of bars = {(L or w – concrete cover for both sides) ÷ spacing} +1 Equation 8
where L or W: length or width of the footing
- Then, find the length of one bar
Length of bar = L or W–concrete cover for both sides + 2*bend length Equation 9Where L or W is length or width of the footing
- After that, compute the total length of bars which is equal to the number of required bars multiply by the length of one bar. If the same size of bars is used in both directions then you can sum up both the quantity of the bars
- Convert that length into kilograms or Tons. This can be done by multiplying cross-section area of steel by its total length by the density of steel which 7850 kg/m3
The above calculation procedure is for a single reinforcing net. Therefore, for footings with the double reinforcing net, the same procedure need to be used again to compute steel quantity for another reinforcing net.
Calculate Steel Quantity for Columns
Achieve column size and reinforcement detailing from design drawings. Then, compute the quantity of steel in the column using the following steps:Longitudinal steels
- Compute the total length of longitudinal bars which equal to the column height plus laps for footing multiply number of longitudinal bars.
- Convert that length into kilograms or Tons. This can be done by multiplying cross-section area of steel by its total length by the density of steel which 7850 kg/m3
Stirrups
- Compute the cutting length of stirrups using the following equation
Cutting length=2*((w-cover)+(h-cover))+Ld Equation 10
where:
w: column width
h: column depth
Ld: stirrup development length
- Calculate the number of stirrup by dividing column height over stirrup spacing plus one.
- Estimate the total length of stirrup which is equal to stirrup cutting length times number of stirrups.
- Convert that length into kilograms or Tons. This can be done by multiplying the cross-section area of steel by its total length by the density of steel which 7850 kg/m3.
Total steel quantity of columns equal to the sum of both main and stirrup steels.