BBS for Square Floor Columns - Bar Bending Schedule
Hello people, today, we will examine the bar bending schedule (BBS) for floor columns. The aspect of the column which extended towards the sky on the superstructure is called Floor columns. Furthermore, the aspect of the column which is within base is called Neck column. Discovering the steel amount required for the neck column is as of now talked about in our past article.
In Bar bending schedule, the bars are sorted out for each auxiliary units (Beams or columns or sections or footings and so forth) and itemized list is readied which determines the Bar area (Bar in footings, pieces, pillars or columns), Bar Marking (to recognize the bar as per the drawing), Bar Size (length of the bar utilized), Quantity (No. of Bars utilized), Cutting length, Type of Bend and Shape of the bar in fortification drawings.
Genuine measurements and states of the floor columns are chosen and planned by the basic specialist dependent on soil history, sort of development, the complete anticipated heap of the structure. All the elements of the above columns considered uniquely for clarification reason.
Steel required for development is requested in Kgs or Number of Bars. The standard size of each bar is 12m. Computing the Bar Bending schedule of the column is separated into two sections Main fortification estimation and ties count. Ties are likewise called as Longitudinal support and Main bars are called as Main fortification.
Bar bending schedule of a floor column longitudinal reinforcement:
1. Discover the length of the single fundamental bar 2. Locate the total length of the Main support 3. Ascertain the weight of steel required per 1m of Main support 4. Discover the total weight of steel required for Main support.
Bar bending schedule of a floor column Longitudinal fortification: