RCC Structures Design The live load to be considered for an accessible roof, is 200 kg/cm² 75 kg/m³ 150 kg/m² Nil 200 kg/cm² 75 kg/m³ 150 kg/m² Nil ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The steel generally used in R.C.C. work, is High carbon steel Mild steel High tension steel Stainless High carbon steel Mild steel High tension steel Stainless ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In the zone of R.C.C. beam where shear stress is less than 5 kg/cm², nominal reinforcement is provided at a pitch of One and half lever arm of the section One-half lever arm of the section One-third lever arm of the section Lever arm of the section One and half lever arm of the section One-half lever arm of the section One-third lever arm of the section Lever arm of the section ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design For a ribbed slab Overall depth of the slab shall not exceed four times the breadth of the rib All listed here Clear spacing between ribs shall not be greater than 4.5 cm Width of the rib shall not be less than 7.5 cm Overall depth of the slab shall not exceed four times the breadth of the rib All listed here 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
RCC Structures Design Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds 50 cm 75 cm 100 cm 120 cm 50 cm 75 cm 100 cm 120 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The width of the flange of a L-beam, should be less than Least of the above Breadth of the rib + half clear distance between ribs One-sixth of the effective span Breadth of the rib + four times thickness of the slab Least of the above Breadth of the rib + half clear distance between ribs One-sixth of the effective span Breadth of the rib + four times thickness of the slab ANSWER DOWNLOAD EXAMIANS APP
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