RCC Structures Design As per IS : 1343, total shrinkage for a pre-tensioned beam, is 3.0 × 10⁻³ 3.5 × 10⁻⁵ 3.0 × 10⁻² 3.0 × 10⁻⁵ 3.0 × 10⁻³ 3.5 × 10⁻⁵ 3.0 × 10⁻² 3.0 × 10⁻⁵ ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the permissible compressive stress for a concrete in bending is C kg/m², the modular ratio is 2800/C² 2800/3C 2300/2C 2800/C 2800/C² 2800/3C 2300/2C 2800/C ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If Sb, is the average bond stress on a bar of diameter ‘d’ subjected to maximum stress ‘t’, the length of the embedment ‘l’ is given by l = dt/4Sb l = dt/2Sb l = dt/3Sb l = dt/Sb l = dt/4Sb l = dt/2Sb l = dt/3Sb l = dt/Sb ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Thickened part of a flat slab over its supporting column, is technically known as Capital None of these Drop panel Column head Capital None of these Drop panel Column head ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The diameter of longitudinal bars of a column should never be less than 10 mm 12 mm 6 mm 8 mm 10 mm 12 mm 6 mm 8 mm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If jd is the lever arm and ΣO is the total perimeter of reinforcement of an R.C.C. beam, the bond stress at the section having Q shear force, is Q/jdƩO 2 × Q/jdƩO Q/3jdƩO Q/2jdƩO Q/jdƩO 2 × Q/jdƩO Q/3jdƩO Q/2jdƩO ANSWER DOWNLOAD EXAMIANS APP
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