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
104. Design of R.C.C. cantilever beams, is based on the resultant force at
105. The diameter of longitudinal bars of a column should never be less than
106. The effective width of a column strip of a flat slab, is
107. The neutral axis of a T-beam exists
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
109. As the percentage of steel increases
110. A raft foundation is provided if its area exceeds the plan area of the building by
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