EXAMIANS
In a combined footing for two columns carrying unequal loads, the maximum hogging bending moment occurs at
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If the shear stress in a R.C.C. beam is
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In case the factor of safety against sliding is less than 1.5, a portion of slab is constructed downwards at the end of the heel slab, which is known as
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A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at the centre and from other two points 0.15 L from either end ; the maximum hogging moment will be
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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
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The width of the rib of a T-beam, is generally kept between
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In a cantilever retaining wall without a heel slab
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According to the steel beam theory of doubly reinforced beams
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If ‘A’ is the sectional area of a pre-stressed rectangular beam provided with a tendon pre-stressed by a force ‘P’ through its centroidal longitudinal axis, the compressive stress in concrete, is
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The advantage of reinforced concrete, is due to
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