The minimum thickness of the cover at the end of a reinforcing bar should not be less than twice the diameter of the bar subject to a minimum of

Related MCQs

• 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
• 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
• If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than
• The length of the lap in a compression member is kept greater than bar diameter x (Permissible stress in bar / Five times the bond stress) or
• By over-reinforcing a beam, the moment of resistance can be increased not more 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 diameter of longitudinal bars of a column should never be less than
• Minimum spacing between horizontal parallel reinforcement of the same size should not be less than
• Minimum spacing between horizontal parallel reinforcement of different sizes, should not be less than
• The diameter of main bars in R.C.C. columns, shall not be less than