According to IS: 800 : 2007, the maximum effective slenderness ratio for a tension member in which a reversal of direct stress occurs due to loads other than wind or seismic forces
1
180
2
250
3
300
4
400
According to IS: 800 : 2007, the maximum effective slenderness ratio for a tension member in which a reversal of direct stress occurs due to loads other than wind or seismic forces