RCC Structures Design If W is the load on a circular slab of radius R, the maximum circumferential moment at the centre of the slab, is WR²/16 3WR²/16 Zero 2WR²/16 WR²/16 3WR²/16 Zero 2WR²/16 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Bottom bars under the columns are extended into the interior of the footing slab to a distance greater than 42 diameters from the outer edge of the column 24 diameters from the centre of the column 42 diameters from the inner edge of the column 42 diameters from the centre of the column 42 diameters from the outer edge of the column 24 diameters from the centre of the column 42 diameters from the inner edge of the column 42 diameters from the centre of the column ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the width of the foundation for two equal columns is restricted, the shape of the footing generally adopted, is Trapezoidal Square Triangular Rectangular Trapezoidal Square Triangular Rectangular ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design 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 WL²/15 WL²/60 WL²/90 WL²/30 WL²/15 WL²/60 WL²/90 WL²/30 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design According to the steel beam theory of doubly reinforced beams Compression is resisted by compression steel Stress in tension steel equals the stress in compression steel Tension is resisted by tension steel All of the listed here Compression is resisted by compression steel Stress in tension steel equals the stress in compression steel Tension is resisted by tension steel All of the listed here ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If Sb, is the average bond stress on a bar of diameter ‘d’ subjected to maximum stress ‘t’, the length of the embedment ‘l’ is given by l = dt/3Sb l = dt/4Sb l = dt/Sb l = dt/2Sb l = dt/3Sb l = dt/4Sb l = dt/Sb l = dt/2Sb ANSWER DOWNLOAD EXAMIANS APP
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