101.
Based on punching shear consideration, the overall depth of a combined footing under a column A, is

102.
According to load factor method, the permissible load ‘W’ on a short column reinforced with longitudinal bars and lateral stirrups, is

103.
High strength concrete is used in pre-stressed member

108.
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

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