RCC Structures Design The amount of reinforcement for main bars in a slab, is based upon Maximum shear force Maximum bending moment Minimum shear force Minimum bending moment Maximum shear force Maximum bending moment Minimum shear force Minimum bending moment ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the shear stress in a R.C.C. beam is Greater than 20 kg/cm², the size of the section is changed All of these Equal or less than 5 kg/cm², no shear reinforcement is provided Greater than 4 kg/cm², but less than 20 kg/cm², shear reinforcement is provided Greater than 20 kg/cm², the size of the section is changed All of these Equal or less than 5 kg/cm², no shear reinforcement is provided Greater than 4 kg/cm², but less than 20 kg/cm², shear reinforcement is provided ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Lapped splices in tensile reinforcement are generally not used for bars of size larger than 18 mm diameter 30 mm diameter 24 mm diameter 36 mm diameter 18 mm diameter 30 mm diameter 24 mm diameter 36 mm diameter ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The percentage of minimum reinforcement of the gross sectional area in slabs, is 0.15 % 0.18 % 0.12 % 0.10 % 0.15 % 0.18 % 0.12 % 0.10 % ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design For a circular slab carrying a uniformly distributed load, the ratio of the maximum negative to maximum positive radial moment, is 3 2 1 5 3 2 1 5 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/2Sb l = dt/4Sb l = dt/3Sb l = dt/Sb l = dt/2Sb l = dt/4Sb l = dt/3Sb l = dt/Sb ANSWER DOWNLOAD EXAMIANS APP
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