If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than

Related MCQs

• 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
• longitudinal bars and lateral stirrups, is
• The diameter of main bars in R.C.C. columns, shall not be less than
• The diameter of transverse reinforcement of columns should be equal to one-fourth of the diameter of the main steel rods but not less than
• A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds
• 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
• 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
• An R.C.C. column of 30 cm diameter is reinforced with 6 bars 12 mm placed symmetrically along the circumference. If it carries a load of 40, 000 kg axially, the stress is
• If is the net upward pressure on a square footing of side for a square column of side , the maximum bending moment is given by