RCC Structures Design If the average bending stress is 6 kg/cm² for M 150 grade concrete, the length of embedment of a bar of diameter d according to I.S. 456 specifications, is 28 d 58 d 48 d 38 d 28 d 58 d 48 d 38 d ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The design of heel slab of a retaining wall is based on the maximum bending moment due to: All listed here Load of the surcharge, if any Weight of the soil above it Its own weight All listed here Load of the surcharge, if any Weight of the soil above it Its own weight 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 d n d - n/3 d + n/3 d n ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If ‘W’ is weight of a retaining wall and ‘P’ is the horizontal earth pressure, the factor of safety against sliding, is 2.0 1.0 1.5 3.0 2.0 1.0 1.5 3.0 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The thickness of the topping of a ribbed slab, varies between 12 cm to 15 cm 5 cm to 8 cm 8 cm to 10 cm 3 cm to 5 cm 12 cm to 15 cm 5 cm to 8 cm 8 cm to 10 cm 3 cm to 5 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A part of the slab may be considered as the flange of the T-beam if Flange has adequate reinforcement transverse to beam All of the listed here It is effectively bonded together with the beam It is built integrally with the beam Flange has adequate reinforcement transverse to beam All of the listed here It is effectively bonded together with the beam It is built integrally with the beam ANSWER DOWNLOAD EXAMIANS APP
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