RCC Structures Design The amount of reinforcement for main bars in a slab, is based upon Minimum shear force Maximum shear force Maximum bending moment Minimum bending moment Minimum shear force Maximum shear force Maximum bending moment Minimum bending moment ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the depth of actual neutral axis of a doubly reinforced beam All listed here Is equal to the depth of critical neutral axis; the concrete and steel attain their maximum stresses simultaneously Is greater than the depth of critical neutral axis, the concrete attains its maximum stress earlier Is less than the depth of critical neutral axis, the steel in the tensile zone attains its maximum stress earlier All listed here Is equal to the depth of critical neutral axis; the concrete and steel attain their maximum stresses simultaneously Is greater than the depth of critical neutral axis, the concrete attains its maximum stress earlier Is less than the depth of critical neutral axis, the steel in the tensile zone attains its maximum stress earlier ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If depth of slab is 10 cm, width of web 30 cm, depth of web 50 cm, centre to centre distance of beams 3 m, effective span of beams 6 m, the effective flange width of the beam, is 200 cm 100 cm 300 cm 150 cm 200 cm 100 cm 300 cm 150 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the permissible compressive stress for a concrete in bending is C kg/m², the modular ratio is 2800/C² 2800/3C 2300/2C 2800/C 2800/C² 2800/3C 2300/2C 2800/C 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 40 cm 20 cm 30 cm 75 cm 40 cm 20 cm 30 cm 75 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A flat slab is supported On beams On columns monolithically built with slab On columns On beams and columns On beams On columns monolithically built with slab On columns On beams and columns ANSWER DOWNLOAD EXAMIANS APP
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