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:
As per IS 456:2000, the effective length of a reinforced cement concrete (RCC) compression member depends on the end conditions.
For a column:
Effectively held in position at both ends, and
Restrained against rotation at both ends,
the recommended effective length is:
Effective length = 0.65 l
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:
