RCC Structures Design The design of a retaining wall assumes that the retained earth Is free from moisture Is not cohesive Is dry All listed here Is free from moisture Is not cohesive Is dry All listed here ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design An R.C.C. beam of 6 m span is 30 cm wide and has a lever arm of 55 cm. If it carries a U.D.L. of 12 t per m and allowable shear stress is 5 kg/cm², the beam Is safe in shear Needs revision of section Is safe with stirrups Is safe with stirrups and inclined bars Is safe in shear Needs revision of section Is safe with stirrups Is safe with stirrups and inclined bars ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The modular ratio ‘m’ of a concrete whose permissible compressive stress is ‘C’, may be obtained from the equation. m = 2800/3C m = 3500/3C m = 700/3C m = 1400/3C m = 2800/3C m = 3500/3C m = 700/3C m = 1400/3C ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If W is total load per unit area on a panel, D is the diameter of the column head, L is the span in two directions, then the sum of the maximum positive bending moment and average of the negative bending moment for the design of the span of a square flat slab, should not be less than WL/12 (L - 2D/3)² WL/10 (L - 2D/3)² WL/10 (L + 2D/3)² WL/12 (L - D/3)² WL/12 (L - 2D/3)² WL/10 (L - 2D/3)² WL/10 (L + 2D/3)² WL/12 (L - D/3)² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In a pre-stressed member it is advisable to use Low strength concrete only High strength concrete and high tensile steel Low strength concrete but high tensile steel High strength concrete only Low strength concrete only High strength concrete and high tensile steel Low strength concrete but high tensile steel High strength concrete only ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design As per IS : 1343, total shrinkage for a pre-tensioned beam, is 3.5 × 10⁻⁵ 3.0 × 10⁻² 3.0 × 10⁻³ 3.0 × 10⁻⁵ 3.5 × 10⁻⁵ 3.0 × 10⁻² 3.0 × 10⁻³ 3.0 × 10⁻⁵ ANSWER DOWNLOAD EXAMIANS APP
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