RCC Structures Design A flat slab is supported On columns On columns monolithically built with slab On beams On beams and columns On columns On columns monolithically built with slab On beams On beams and columns ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The self-weight of the footing, is Both (b) and (c) Not considered for calculating the upward pressure on footing Not considered for calculating the area of the footing Also considered for calculating the upward pressure on footing Both (b) and (c) Not considered for calculating the upward pressure on footing Not considered for calculating the area of the footing Also considered for calculating the upward pressure on footing ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at 45° 55° 35° 25° 45° 55° 35° 25° ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The maximum ratio of span to depth of a cantilever slab, is 10 8 12 16 10 8 12 16 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In a singly reinforced beam Elastic moduli for concrete and steel have different values within the limits of deformation of the beam Steel possesses initial stresses when embedded in concrete Compression is borne entirely by concrete Plane sections transverse to the centre line of the beam before bending remain plane after bending Elastic moduli for concrete and steel have different values within the limits of deformation of the beam Steel possesses initial stresses when embedded in concrete Compression is borne entirely by concrete Plane sections transverse to the centre line of the beam before bending remain plane after bending ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design As per IS : 1343, total shrinkage for a pre-tensioned beam, is 3.0 × 10⁻³ 3.0 × 10⁻² 3.0 × 10⁻⁵ 3.5 × 10⁻⁵ 3.0 × 10⁻³ 3.0 × 10⁻² 3.0 × 10⁻⁵ 3.5 × 10⁻⁵ ANSWER DOWNLOAD EXAMIANS APP
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