RCC Structures Design In a simply supported slab, alternate bars are curtailed at 1/5th of the span 1/6th of the span 1/7th of the span 1/4th of the span 1/5th of the span 1/6th of the span 1/7th of the span 1/4th of the span ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If L is the effective span of a R.C.C. beam which is subjected to maximum shear qmax at the ends, the distance from either end over which stirrups for the shear, are provided, is (L/3) (1 - 5/qmax) (L/2) (1 - 3/qmax) (L/2) (1 - 2/qmax) (L/2) (1 - 5/qmax) (L/3) (1 - 5/qmax) (L/2) (1 - 3/qmax) (L/2) (1 - 2/qmax) (L/2) (1 - 5/qmax) ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Distribution of shear intensity over a rectangular section of a beam, follows: An elliptical curve A straight line A parabolic curve A circular curve An elliptical curve A straight line A parabolic curve A circular curve ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the shear stress in a R.C.C. beam is Equal or less than 5 kg/cm², no shear reinforcement is provided Greater than 20 kg/cm², the size of the section is changed All of these Greater than 4 kg/cm², but less than 20 kg/cm², shear reinforcement is provided Equal or less than 5 kg/cm², no shear reinforcement is provided Greater than 20 kg/cm², the size of the section is changed All of these Greater than 4 kg/cm², but less than 20 kg/cm², shear reinforcement is provided ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In a pre-stressed member it is advisable to use Low strength concrete but high tensile steel High strength concrete and high tensile steel Low strength concrete only High strength concrete only Low strength concrete but high tensile steel High strength concrete and high tensile steel Low strength concrete only High strength concrete only ANSWER DOWNLOAD EXAMIANS APP
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