RCC Structures Design For M 150 grade concrete (1 : 2 : 4) the moment of resistance factor is 8.5 5.8 7.5 0.87 8.5 5.8 7.5 0.87 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design ‘P’ is the pre-stressed force applied to the tendon of a rectangular pre-stressed beam whose area of cross section is ‘A’ and sectional modulus is ‘Z’. The maximum stress ‘f’ in the beam, subjected to a maximum bending moment ‘M’, is f = (P/A) + (M/6Z) f = (P/'+ (Z/M) f = (A/P) + (M/Z) f = (P/A) + (M/Z) f = (P/A) + (M/6Z) f = (P/'+ (Z/M) f = (A/P) + (M/Z) f = (P/A) + (M/Z) 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: Load of the surcharge, if any Weight of the soil above it All listed here Its own weight Load of the surcharge, if any Weight of the soil above it All listed here Its own weight ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The diameter of longitudinal bars of a column should never be less than 8 mm 12 mm 10 mm 6 mm 8 mm 12 mm 10 mm 6 mm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at the centre and from other two points 0.15 L from either end ; the maximum hogging moment will be WL²/90 WL²/30 WL²/60 WL²/15 WL²/90 WL²/30 WL²/60 WL²/15 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A part of the slab may be considered as the flange of the T-beam if All of the listed here Flange has adequate reinforcement transverse to beam It is effectively bonded together with the beam It is built integrally with the beam All of the listed here Flange has adequate reinforcement transverse to beam It is effectively bonded together with the beam It is built integrally with the beam ANSWER DOWNLOAD EXAMIANS APP
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