RCC Structures Design 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 A/P P/2A 2A/P P/A A/P P/2A 2A/P P/A ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A flat slab is supported On beams On beams and columns On columns On columns monolithically built with slab On beams On beams and columns On columns On columns monolithically built with slab ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In a beam the local bond stress Sb, is equal to Total perimeter of reinforcement/(Leaver arm × Shear force) Shear force/(Leaver arm × Total perimeter of reinforcement) Leaver arm/(Shear force × Total perimeter of reinforcement) Leaver arm/(Bending moment × Total perimeter of reinforcement) Total perimeter of reinforcement/(Leaver arm × Shear force) Shear force/(Leaver arm × Total perimeter of reinforcement) Leaver arm/(Shear force × Total perimeter of reinforcement) Leaver arm/(Bending moment × Total perimeter of reinforcement) ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The ratio of the breadth to effective depth of a beam is kept 0.75 0.7 0.25 0.5 0.75 0.7 0.25 0.5 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than 75 cm 30 cm 20 cm 40 cm 75 cm 30 cm 20 cm 40 cm 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 WR²/16 3WR²/16 Zero 2WR²/16 WR²/16 3WR²/16 Zero 2WR²/16 ANSWER DOWNLOAD EXAMIANS APP
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