BBS/Estimation

Bar bending schedule for footing

Bar bending schedule for footing

The bar bending schedule for the footing offers details on the overall quantity of steel rods, the length of steel rods needed, and the cutting length of a steel rod at the construction site. Let’s explore the process further.

Bar bending schedule for footing

Below is the reinforcement detail for an isolated footing, with the column measuring 2000 millimeters in length and 1500 millimeters in width. The footing has a height of 300 millimeters.

Now let us calculate the bar bending schedule for footing step by step with Complete details

Given

Diameter of the Both bars in X direction and the Y direction are 12 mm.

Clear cover of the footing is the 50 mm,

Center to Center spacing of the steel rods is 150 mm.

Rcc detail for bar bending schedule for footing

Step No 1 Calculate the effective length of the steel rod in X & Y direction using the formula given below.

Effective length = Total length – both sides covers.

Calculation

Effective length along of X direction = 2000 – (Two x 500) = 1900 mm

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Effective length along of Y direction = 1500 – (Two x 500) = 1400 mm

Step No 2 Calculate numbers of the bars by using formula given below.

formula

Use Spanning of the steel rod as mentioned above.

No. of the bars along (X) direction = (1400/150)  + One = 10 nos.

No. of the bars along (Y) direction = (1900/150)  + One = 14 nos.

Step No 3 Calculate Cutting length of the Steel Bars using formula below

Cutting length of the bar along (X) direction:

(Effective length + bends) – bend deductions

[1900 + Two (300 – 50 – 50)] – (2 x Two x 2) = 2252 mm or 2.25 meter

Cutting length of the bar along (Y) direction:

(Effective length + bends) – bend deductions

[1400 + Two (300 – Fifty – 50)] – (2 x Two x 2) = 1752 mm or 1.75 meter

Bend deduction is the calculated as given below

Deduction of the length of the bars due to bending at the different angle:

45 Degree = One d

90 Degree = Two d

135 Degree = 3d

Where d is the diameter of steel rods.

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Step No 4 Calculate total length of the steel rods

Along (X) direction = No. of the bars x Length of one bars = 2.25 x ten = 22.5 meter

Along (Y) direction = No. of the bars x Length of the 1 bars = 1.75 x fourteen = 24.5 meter

Step No 5 Calculate the unit weight of the steel rod using formula

Step No 6 Calculate total weight of the steel rod

Total Weight of the steel = Unit weight x Total Length of the steel rod

Add five % of wastage of the steel to get actual total weight of the steel bars.

Bar bending schedule for footing in Table

Therefore, we can determine the bar bending schedule for the footing using this method.

I trust this information proves to be beneficial for your needs.


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