29. Lapped splices in tensile reinforcement are generally not used for bars of size larger than
30. Steel bars are generally connected together to get greater length than the standard length by providing
31. The length of lap in tension reinforcement should not be less than the bar diameter actual tension if it is more than x four times the permissible average bond stress
32. Minimum spacing between horizontal parallel reinforcement of the same size should not be less than
33. Minimum spacing between horizontal parallel reinforcement of different sizes, should not be less than
34. 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
35. The width of the flange of a T-beam, which may be considered to act effectively with the rib depends upon
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