L = 3.58 m (Straight length without bent) L = Span Length + Wall Width(Right) + Wall Width (Left) + 2 x 9D (Hooks) – 2xCover 180 c/cġ2 mm dia main Steel 150 mm c/c Alternate Let’s take the example of RCC slab reinforcement to calculate and prepare Bar Bending Schedule.
CIVIL ENGINEERING FORMULAS IN URDU HOW TO
Read More: Steel Quantity Calculation Excel Sheet How to Prepare Bar Bending Schedule
CIVIL ENGINEERING FORMULAS IN URDU CODE
Refer to “IS:2502 Code of Practice for Bending and Fixing of bars” for further information. even though the angles are 45 degrees, 90 degrees,135 degrees, 180 degrees we will deduct only 2d for each bent). Note: Practically in the construction site we will be deducting only 2d for a single bend irrespective of the angle (i.e. Length=12m, Diameter=25mm, bent angle= 90 degree & no of bents are 2. Note: For n number of bends there should be n deductions in the original length to get the cutting length. So for one bend, it is deducted by 4d as it is 180 degrees bendĬutting Length = 12- 3d= 12- 4*0.025= 11.900 m. 180° Bend In Steelįor example, if the length of the bar is 12 m (assume), the diameter is 25 mm. Similarly for a 180-degree bend, the deduction is 4d. So for one bend, it is deducted by 3d as it is 135 degrees bend.Ĭutting Length = 12- 3d= 12- 3*0.025= 11.925 m.Ĥ.
10×10 Room Construction Cost Excel Sheetįor example, if the length of the bar is 12 m (assume), the diameter is 25 mm.Construction Material Testing Menu Toggle.
30×40 House Plans | 1200 sq ft House Plan.20*50 House Plan | 1000 sq ft House Plan.
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