8 Legged Stirrups Drawing. Required thickness of section values are tabulated for concrete strengths from 3000 psi to 10000 psi and for 6 7 and 8 stirrups. This is a typical type of configuration employed for simple column design.
The tie is configured for 4 numbers of vertical column bars. Steps involved in finding the cutting length of stirrups. The single-leg stirrups have rarely been used because they are mostly used when binding only two rods.
Required thickness of section values are tabulated for concrete strengths from 3000 psi to 10000 psi and for 6 7 and 8 stirrups.
Stirrups 8 150mm clear cover. Step 2 Find cutting length of bottom bar. Steps involved in finding the cutting length of stirrups. Lateral Tie Configuration for 4- Bars.
