In this Video, detailed information is provided on the basics formulas of bar bending schedule. You will get some useful tips to create and determine the steel cutting length.
What is Bar Bending Schedule?
Bar Bending Schedule Program In Microsoft Excel is a useful construction program that conveys the design guidelines of the reinforcement steel to the fabricator. BBS program file will be hidden when activating any other excel file, and Control +Q is the shortcut for view the BBS program file when it is hidden. BBS program file is able to command the working file even it is hidden. Bar Bending Schedule Spreadsheet to IS 2502: 1999 (Indian Standard).
In Civil Engineering Bar Bending Schedule is one of the most vital parts of the estimation chart. Bar bending schedule offers the reinforcement calculation for reinforced concrete column, beam and slab. It comes up with the details of reinforcement cutting length, type of bends and bend length which are found in steel structures.
BBS is useful for determining the cutting length of steel and total weight of steel per unit area. The bar bending schedule is created in MS Excel software.
Bar Bending Schedule Program In Microsoft Excel 2017
Bar Bending Schedule Fundamentals Formula
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- Bar Bending Schedule Program in Microsoft Excel 1.0 is available as a free download on our software library. The most popular version among the program users is 1.0. The program belongs to Education Tools. This program was originally developed by Bending Schedule.
Crank Length formula:
Crank Length = 0.42D, where D denotes dia of steel that is utilized in the beam.
Over Lapping Length formula:
Here, there are two types of lapping i.e. Tension member and Compression member.
Tension member = 40 D
Compression member = 50 D
Bar Bending Schedule Program In Microsoft Excel
Hook’s Length formula for stirrups:
Hook Length in stirrups = 9 D
Bar Bending Schedule Program In Microsoft Excel Templates
Bend Hook length formula in beam:
Formula : 10D
Bar Bending Schedule Program In Microsoft Excel Crack
Video Source: Sami Ullah