RCC Structures Design The effective span of a simply supported slab, is Clear span plus effective depth of the slab Distance between the centers of the bearings None of these Clear distance between the inner faces of the walls plus twice the thickness of the wall Clear span plus effective depth of the slab Distance between the centers of the bearings None of these Clear distance between the inner faces of the walls plus twice the thickness of the wall ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If P kg/m² is the upward pressure on the slab of a plain concrete footing whose projection on either side of the wall is a cm, the depth of foundation D is given by D = 0.775 Pa D = 0.0775 aP D = 0.07775 aP D = 0.00775 aP D = 0.775 Pa D = 0.0775 aP D = 0.07775 aP D = 0.00775 aP ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design As per IS : 456, the reinforcement in a column should not be less than 0.5% and not more than 5% of cross-sectional area 0.8% and not more than 8% of cross-sectional area 0.6% and not more than 6% of cross-sectional area 0.7% and not more than 7% of cross-sectional area 0.5% and not more than 5% of cross-sectional area 0.8% and not more than 8% of cross-sectional area 0.6% and not more than 6% of cross-sectional area 0.7% and not more than 7% of cross-sectional area ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design 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 36 bar diameters 24 bar diameters 30 bar diameters 18 bar diameters 36 bar diameters 24 bar diameters 30 bar diameters 18 bar diameters ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design According to the steel beam theory of doubly reinforced beams All of the listed here Tension is resisted by tension steel Stress in tension steel equals the stress in compression steel Compression is resisted by compression steel All of the listed here Tension is resisted by tension steel Stress in tension steel equals the stress in compression steel Compression is resisted by compression steel ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design According to I.S. : 456 specifications, the safe diagonal tensile stress for M 150 grade concrete, is 20 kg/cm² 10 kg/cm² 5 kg/cm² 15 kg/cm² 20 kg/cm² 10 kg/cm² 5 kg/cm² 15 kg/cm² ANSWER DOWNLOAD EXAMIANS APP
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