RCC Structures Design A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds 15 20 25 10 15 20 25 10 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If C is creep coefficient, f is original pre-stress in concrete, m is modular ratio, E is Young's modulus of steel and e is shrinkage strain, the combined effect of creep and shrinkage is: (1 - C) mf - eE (1 - C) mf + eE (C - 1) mf + eE (C - 1) mf - eE (1 - C) mf - eE (1 - C) mf + eE (C - 1) mf + eE (C - 1) mf - eE ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If W is the load on a circular slab of radius R, the maximum circumferential moment at the centre of the slab, is Zero 2WR²/16 WR²/16 3WR²/16 Zero 2WR²/16 WR²/16 3WR²/16 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are: 6 legged 12 legged 8 legged 10 legged 6 legged 12 legged 8 legged 10 legged ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The effective width of a column strip of a flat slab, is Radius of the column Diameter of the column Half the width of the panel One-fourth the width of the panel Radius of the column Diameter of the column Half the width of the panel One-fourth the width of the panel ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The live load to be considered for an inaccessible roof, is 150 kg/cm² Nil 75 kg/m² 200 kg/m² 150 kg/cm² Nil 75 kg/m² 200 kg/m² ANSWER DOWNLOAD EXAMIANS APP
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