An R.C.C. column is treated as short column if its slenderness ratio is less than

Related MCQs

• An R.C.C. column is treated as long if its slenderness ratio is greater than
• If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is
• A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds
• If the length of a combined footing for two columns l metres apart is L and the projection on the left side of the exterior column is x, then the projection y on the right side of the exterior column, in order to have a uniformly distributed load, is (where is the distance of centre of gravity of column loads).
• If Ac, Asc and A are areas of concrete, longitudinal steel and section of a R.C.C. column and m and c are the modular ratio and maximum stress in the configuration of concrete, the strength of column is
• As per IS : 456, the reinforcement in a column should not be less than
• If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than
• The diameter of longitudinal bars of a column should never be less than
• If W is total load per unit area on a panel, D is the diameter of the column head, L is the span in two directions, then the sum of the maximum positive bending moment and average of the negative bending moment for the design of the span of a square flat slab, should not be less than
• The length of lap in tension reinforcement should not be less than the bar diameter × (actual tension / four times the permissible average bond stress) if it is more than