RCC Structures Design In a cantilever retaining wall without a heel slab Width of the base slab is kept 0.7 time the total height of the wall Thickness of the stem is kept same throughout Base slab is made 10 cm thicker than the stem All listed here Width of the base slab is kept 0.7 time the total height of the wall Thickness of the stem is kept same throughout Base slab is made 10 cm thicker than the stem All listed here ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Top bars are extended to the projecting parts of the combined footing of two columns L distance apart for a distance of 0.1 L from the outer edge of column Half the distance of projection 0.1 L from the centre edge of column One-fourth the distance of projection 0.1 L from the outer edge of column Half the distance of projection 0.1 L from the centre edge of column One-fourth the distance of projection ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are: 12 legged 10 legged 8 legged 6 legged 12 legged 10 legged 8 legged 6 legged ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the modular ratio is ‘m’, steel ratio is ‘r’ and overall depth of a beam is ‘d’, the depth of the critical neutral axis of the beam, is [m/(m - r)] d [(r - m)/m] d [m/(m + r)] d [(m + r)/m] d [m/(m - r)] d [(r - m)/m] d [m/(m + r)] d [(m + r)/m] d ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Lapped splices in tensile reinforcement are generally not used for bars of size larger than 30 mm diameter 18 mm diameter 24 mm diameter 36 mm diameter 30 mm diameter 18 mm diameter 24 mm diameter 36 mm diameter ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design An R.C.C. column of 30 cm diameter is reinforced with 6 bars 12 mm φ placed symmetrically along the circumference. If it carries a load of 40,000 kg axially, the stress is 49.9 kg/cm² 250 kg/cm² 175 kg/cm² 100 kg/cm² 49.9 kg/cm² 250 kg/cm² 175 kg/cm² 100 kg/cm² ANSWER DOWNLOAD EXAMIANS APP
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