The effective length of prismatic steel member of length L in compression having both its ends restrained is:
For a prismatic steel compression member with both ends restrained (fixed–fixed condition):
End restraints significantly reduce buckling tendency.
As per IS 800 (Steel Structures), the effective length factor (K) for a fixed–fixed column is 0.65.
Effective length = K×L = 0.65L
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:
