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BAR BENDING SCHEDULE PROGRAM IN MICROSOFT EXCEL CRACK CRACKED

Bar Bending Schedule Program In Microsoft Excel | Construction Program.

BAR BENDING SCHEDULE PROGRAM IN MICROSOFT EXCEL CRACK CRACKED

Download Full Cracked Programs, license key, serial key, keygen, activator, cracks, softwares. bar bending schedule | reinforcement concrete | building quantities. similar functionalities with Bar Bending Schedule Program in Microsoft Excel. Table.1: Bar Bending Schedule For Isolated Footing SL.Bar Bending Schedule Program In Microsoft Excel Cracklīar Bending Schedule, commonly referred to as â€œBBSâ€ is a. The number of reinforcement bars, their length and the quantity of steel for the given Isolated footing is estimated and consolidated in a tabulated form ( Table-1). Note: W = D 2/162 gives the weight of single barįooting Bar Bending Schedule and Quantity of Steel Total Steel Quantity for Distribution Reinforcement, Total Steel Quantity for Main Reinforcement, 012)įrom Eq.6, Total Cutting Length of Main ReinforcementĬd = 25.928m 5. Cutting Length of Distribution Reinforcement (Y-Bars)Ĭd1 = +2-2 (2 x. 012)įrom Eq.4, Total Cutting Length of Main ReinforcementĬm = 24.772m 4. Cutting Length of Main Reinforcement (X-Bars)Ĭm1 = +2-2 (2 x. Nd = (X/Spacing of Distribution Reinforcement) +1ģ. Calculation of Number of Distribution Reinforcement (Y-Bars) Nm = (Y / Spacing of Main Reinforcement) + 1 Spacing of Distribution Reinforcement bars = s d = 150mm c/c.

Spacing of Main reinforcement bars = s m = 150mm c/c.

Diameter of Distribution Reinforcement Bars = d d =12mm.

Diameter of the Main reinforcement bars = d m= 12mm.

Height of the footing (Thickness) = h =0.3m.

The following details are obtained from the figure-2: Example of Plan and Cross-Sectional View of an Isolated Footing Details Obtained from the Drawing Given below is an example of an isolated footing with specifications and dimensions.įig.1. Where, V= Area of steel x length of the steel Density of Steel = 7850 kg/m 3 Example – Footing Bar Bending Schedule Estimation of Steel Quantity for Footing Weight of Steel(W) = Volume of the Material(V) x Density of the Material Note: Equation 7 is obtained by the solving the formula: The steel quantity is determined by the formula: Cutting Length of Main Reinforcement (X-Bars)Ĭm1 = +2 - 2Ĭm1 = +2-2 Eq.3 Total Cutting Length of Main Reinforcement (Cm)Ĭm = Number of Main Reinforcement x Cutting length of Single Main BarĬm = Nm Eq.6 5. Nd = (X/Spacing of Distribution Reinforcement) +1 Eq.2 3. Calculation of Number of Distribution Reinforcement (Y-Bars)įrom Figure-1 (c), the y-bars are distributed along X-axis.

Nm = (Y / Spacing of Main Reinforcement) + 1 Eq.1 2. Calculation of Number of Main Reinforcement (X- Bars)įrom the figure-1(c), the x-bars are distributed along the y-direction. Cutting Length of Distribution Reinforcement Bars (Cd)įrom the given details, the following values are calculated:ġ.Cutting Length of Main Reinforcement Bars (Cm).Number of Distribution Reinforcement Bars ( Y-Bars).Number of Main Reinforcement Bars ( X-Bars).The diameter of Distribution Reinforcement Bars = d dįrom the figure-1, the following parameters are determined:.The diameter of the Main reinforcement bars = d m.The height of the footing (Thickness) = h.Plan and Cross-Sectional View of an Isolated Footing Read More : Isolated Footing Design Example Details Obtained from Structural Drawingįollowing details are obtained from the drawings and specifications: