Maximum values of effective slenderness ratios for compression flange of a steel beam against lateral torsional buckling as per IS 800-2007 is:
Maximum Slenderness Ratios as per IS 800:2007
Type of Member | Maximum Slenderness Ratio |
|---|---|
Member carrying compressive loads due to dead load and imposed load | 180 |
Tension member where reversal of direct stress occurs (excluding wind and seismic effects) | 180 |
Member subjected to compression due to wind/earthquake, provided deformations do not adversely affect stresses | 250 |
Compression flange of a beam against lateral torsional buckling | 300 |
Which of the following pair of stiffeners with their definition is not correctly matched?
Which load combination satisfies the value of partial safety factor for live loads as 1.05 in case of limit state of strength?
The IS 456-2000 recommended value of effective length of a RCC compression member of unsupported length l effectively held in position and restrained against rotation in both ends is:
Maximum values of effective slenderness ratios for compression flange of a steel beam against lateral torsional buckling as per IS 800-2007 is:
According to IS 800, the maximum effective slenderness ratio for a member carrying compressive loads resulting from dead loads and imposed loads is:
Which of the following pair of stiffeners with their definition is not correctly matched?
Which load combination satisfies the value of partial safety factor for live loads as 1.05 in case of limit state of strength?
The IS 456-2000 recommended value of effective length of a RCC compression member of unsupported length l effectively held in position and restrained against rotation in both ends is:
Maximum values of effective slenderness ratios for compression flange of a steel beam against lateral torsional buckling as per IS 800-2007 is:
According to IS 800, the maximum effective slenderness ratio for a member carrying compressive loads resulting from dead loads and imposed loads is:
