RCC Structures Design The steel generally used in R.C.C. work, is High carbon steel High tension steel Mild steel Stainless High carbon steel High tension steel Mild steel Stainless ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design For a ribbed slab 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 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 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In case the factor of safety against sliding is less than 1.5, a portion of slab is constructed downwards at the end of the heel slab, which is known as All listed here A cut-off wall A key A rib All listed here A cut-off wall A key A rib ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The diameter of the column head support a flat slab, is generally kept 5.0 cm larger than the diameter of the column 0.25 times the diameter of the column 4.0 cm larger than the diameter of the column 0.25 times the span length 5.0 cm larger than the diameter of the column 0.25 times the diameter of the column 4.0 cm larger than the diameter of the column 0.25 times the span length ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Lapped splices in tensile reinforcement are generally not used for bars of size larger than 24 mm diameter 36 mm diameter 30 mm diameter 18 mm diameter 24 mm diameter 36 mm diameter 30 mm diameter 18 mm diameter ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Pick up the incorrect statement from the following: Tensile reinforcement bars of a rectangular beam Are curtailed if not required to resist the bending moment Are bent up at suitable places to serve as shear reinforcement Are maintained at bottom to provide at least local bond stress Are bent down at suitable places to serve as shear reinforcement Are curtailed if not required to resist the bending moment Are bent up at suitable places to serve as shear reinforcement Are maintained at bottom to provide at least local bond stress Are bent down at suitable places to serve as shear reinforcement ANSWER DOWNLOAD EXAMIANS APP
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