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How to Calculate Steel Quantity From Drawing?
Data requires for steel quantity calculation:
1) Plan of Section or Element. (Slab, Beam, Column & Foundation)
2) Section and Elevation Details.
3) All dimensions must be clear and co-related.
Read More: Steel Quantity Calculation Excel Sheet
General Guidelines To Be Followed In Preparing BBS
- The bars are required to be grouped together for each of the structural units, For e.g. beam, etc.
- In a building structure, the Listing of bars should be done floor to floor.
- For cutting and bending operations, schedules should be provided separately in the form of A4 sheets and should not a part of the detailed reinforcement drawings.
- The form of bar, fabric schedule, and the shapes of the bar used should be according to BS 8666.
- It is always preferable that bars should be listed in numerical order in the schedule for better understanding.
- The bar mark reference on the label which is attached to a bundle of bars refers seperately and uniquly to a specific group of defined length, size, shape, and type used on the job.
- This is very crucial as a bar mark reference can then state to a class of bar characteristics. Similarly, it also helpful in the case of steel fixers and laborers can keep track of the type and number of bars needed to complete a specific work.
Steel Quantity Calculation
Let, us take one example of a slab for steel quantity calculation.
Following Steel Quantity, we have to calculate from drawing.
- Cement Concrete for Slab.
- Centering and Shuttering for Slab.
- Weight of 12mm dia. Bars.
- Weight of 8mm dia. Bars.
- Prepare Bar Bending Schedule.
(Note: Weight of Steel bars 12mm – @ 0.9 kg / m
8 mm – @ 0.4 kg/m,
Slab Steel Quantity Calculation Estimation Sheet
Sr. No. | Item Description | No. | Length (m) | Width | Height | Quantity |
1 | Cement Concrete for Slab (1:1.5:3): | |||||
L = 4 + 0.23 + 0.23 = 4.46 m | 1 | 4.46 | 3.46 | 0.12 | 1.85 cu m | |
B = 3 + 0.23 + 0.23 = 3.46 |
(See drawing in to in dimension (without the wall) of the slab is given 3 m x 4 m. For calculating Quantity of slab concrete we have to calculate out to out the dimension of the slab.)
2 | Centering & Shuttering for Slab: | ||||||
Bottom | 1 | 4.00 | 3.00 | – | 12.00 | cu m | |
Sides | 2 | 4.46 | – | 0.15 | 1.34 | cu m | |
( Take 30mm Extra Above Slab Thickness) | 2 | 3.46 | – | 0.15 | 1.04 | cu m | |
Total | 14.38 | cu m |
(Formwork Quantity is calculated in a square meter. There is one bottom portion and 4 side shuttering. For bottom we have in to in dimension of slab 3m x 4m. For Side formwork, there is 2 different dimensions, 2 with 4 m side and 2 with 3 m sides. For the total length we have to add wall width of both sides to get the total length.)
Read More: Estimation of a Building with Plan
Steel Quantity Formula
3 | 12 mm dia main Steel bars @ 150 mm c/c Alternate bent up. | ||||||
L = 3 + 0.23 + 0.23 + (2 x 9 x 0.012) – (2 x 0.05) | |||||||
L = 3.58 (Straight Length) (For finding out nos. of the bar we have to calculate the straight length of the main bar without adding extra length due to bent up) | |||||||
Span = 4 + 0.23 + 0.23 – (2 x 0.05) = 4.36 m | |||||||
No. of Bars = (4.36/0.15) + 1 = 30 nos. | |||||||
Extra Length of Bent up: |
Extra Length = 0.45 X | |||||||
X = 0.12(Slab Thickness) – 2 x 0.02 (Top & Bottom Cover) – 0.012/2(Harf dia top) – 0.012/2( Half dia bottom) | |||||||
X = 0.12- 2 x 0.02 – 0.012/2 – 0.012/2 = 0.068 m | |||||||
L
= 3.58 + 0.45X L = 3.58 + 0.45 x 0.068 3.61 | 30 | 3.61 | @ | 0.90 | 97.47 | kg |
(In case of bent up bars are provided on both sides, we have to add 0.45 X twice in length)
4 | 8 mm dia. Distribution steel @ 180 mm c/c | ||||||
Bars at Bottom: | |||||||
Hook
Length = 9d = 9 x 0.008 = 0.072 < 0.075 ( Mini. Hook length = 0.075) | |||||||
L = 4 + 0.23 + 0.23 + 2 x 0.075(Both side hook(9d) | |||||||
L = 4.51 m | |||||||
Width of Slab = 3 + 0.23 + 0.23 – 2 x 0.05 (Both Side Cover) = 3.36 m | |||||||
No. of Bars = (3.36 / 0.18) + 1 = 20 nos. | |||||||
Bars at Top: | |||||||
Width
of Slab at one end for bent up at Top | |||||||
L= 0.23 + 0.45 – 0.068 – 0.05(cover) | |||||||
(When bent up bar bent to top at the end of the bar, there is also distribution steel is provided. we have to add these bars in total distribution steel bar nos.) | |||||||
L = 0.562 m | |||||||
Nos. of Bars at one End: = (0.562/0.18) + 1 = 5 nos. | |||||||
Nos.
of bars at both side = 2 x 5 = 10 | |||||||
Total Bars = 20 + 10 + 30 | 30 | 4.51 | @ | 0.40 | 54.12 | kg |
BBs for Slab
Steel Quantity Calculation Excel Sheet
Free Download Above Excel Sheet
How to Calculate Steel Quantity from Drawing
FAQs:
How to Calculate Steel Quantity
Longitudinal steels
Calculate the total length of longitudinal bars which equal to the height of column plus laps for footing multiply number of longitudinal bars.
Convert this length in kgs. This can be easily done by multiplying cross-section area of steel with total length by the density of steel which 7850 kg/m^{3}
Steel Quantity Calculation
(Cutting length) main bar: formula = (l) + (2 x ld) + (1 x 0.42d) – (2 x 1d), where l = clear span of the slab, ld = development length which is 40 d (where d is diameter of bar), 0.42d = inclined length (bend length), 1d = 45° bends (d is diameter of bar) first calculate the length of “d“.
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