8 Legged Stirrups Drawing

The common and widely using stirrup type id Two-legged stirrups.

8 legged stirrups drawing. The first arrangement in figure-3 above is followed when the spacing of vertical bars are less than 150mm Less than 6. Of steel bar 2 legged means 1 stirrup 4 legged means 2. Use 8 mm dia two legged stirrups the spacing is S v 087f y A sv d V us 087x 500 x 50 x 450 1016x1000 S v 250 mm Adopt 8 mm dia two legged stirrups 220 mm cc Check for deflection At centre of span.

If we increase legged in stirrups there is a increase of strength and bear more stress and also requirement of reinforcement is increased. 8 bars if f y. In other words bar bending schedule is the list of all the reinforcement bars for the reinforced concrete work of any construction.

Assume concrete M 20 grade and steel Fe 415 and suitable cover. Of steel bar 2 legged means 1 stirrup 4 legged means 2 stirrups 7 means 175mm center to center distance of stirrups. To provide this stirrup a minimum 4 number of the rod is required.

Weight of steel for 10 M 3 concrete 025 X 7850. Multi- legged stirrup are 4 legged 5 legged 6 legged 7 legged and 8 legged stirrups. The primary objective of preparing the bar bending schedule is to organize all the.

Lateral Tie Configuration for 6- Bars. The single-leg stirrups have rarely been used because they are mostly used when binding only two rods. Find the total outer length of stirrup after deducting concrete cover.

This configuration can be called as 2 legged stirrups column type. Of 12 mm dia Stirrups. Prepare the bar bending schedule and calculate quantity of steel and concrete required.