RCC Structures Design The Young's modulus of elasticity of steel, is 250 KN/mm² 150 KN/mm² 200 KN/mm² 275 KN/mm² 250 KN/mm² 150 KN/mm² 200 KN/mm² 275 KN/mm² 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 = 0.0775 aP D = 0.07775 aP D = 0.775 Pa D = 0.00775 aP D = 0.0775 aP D = 0.07775 aP D = 0.775 Pa D = 0.00775 aP ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The width of the flange of a T-beam, which may be considered to act effectively with the rib depends upon Centre to centre distance between T-beams Overall thickness of the rib All of the listed here Breadth of the rib Centre to centre distance between T-beams Overall thickness of the rib All of the listed here Breadth of the rib ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If d and n are the effective depth and depth of the neutral axis respectively of a singly reinforced beam, the lever arm of the beam, is d - n/3 d + n/3 n d d - n/3 d + n/3 n d ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The width of the flange of a T-beam should be less than One-third of the effective span of the T-beam Distance between the centers of T-beam Least of the above Breadth of the rib plus twelve times the thickness of the slab One-third of the effective span of the T-beam Distance between the centers of T-beam Least of the above Breadth of the rib plus twelve times the thickness of the slab ANSWER DOWNLOAD EXAMIANS APP
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 Zero 2WR²/16 3WR²/16 WR²/16 Zero 2WR²/16 3WR²/16 WR²/16 ANSWER DOWNLOAD EXAMIANS APP
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