RCC Structures Design The live load to be considered for an inaccessible roof, is Nil 75 kg/m² 150 kg/cm² 200 kg/m² Nil 75 kg/m² 150 kg/cm² 200 kg/m² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is 0.9 0.6 0.8 0.7 0.9 0.6 0.8 0.7 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design According to the steel beam theory of doubly reinforced beams Compression is resisted by compression steel All of the listed here Tension is resisted by tension steel Stress in tension steel equals the stress in compression steel Compression is resisted by compression steel All of the listed here Tension is resisted by tension steel Stress in tension steel equals the stress in compression steel ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds 120 cm 100 cm 50 cm 75 cm 120 cm 100 cm 50 cm 75 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A foundation rests on Base of the foundation Sub-grade Foundation soil Both B and C Base of the foundation Sub-grade Foundation soil Both B and C ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design For a ribbed slab All listed here Overall depth of the slab shall not exceed four times the breadth of the rib Clear spacing between ribs shall not be greater than 4.5 cm Width of the rib shall not be less than 7.5 cm All listed here Overall depth of the slab shall not exceed four times the breadth of the rib Clear spacing between ribs shall not be greater than 4.5 cm Width of the rib shall not be less than 7.5 cm ANSWER DOWNLOAD EXAMIANS APP