RCC Structures Design An R.C.C. column is treated as short column if its slenderness ratio is less than 40 50 56 30 40 50 56 30 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Post tensioning system None of these Is not economical and hence not generally used Was widely used in earlier days Is economical for large spans and is adopted now a days None of these Is not economical and hence not generally used Was widely used in earlier days Is economical for large spans and is adopted now a days ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If W is total load per unit area on a panel, D is the diameter of the column head, L is the span in two directions, then the sum of the maximum positive bending moment and average of the negative bending moment for the design of the span of a square flat slab, should not be less than WL/12 (L - 2D/3)² WL/12 (L - D/3)² WL/10 (L - 2D/3)² WL/10 (L + 2D/3)² WL/12 (L - 2D/3)² WL/12 (L - D/3)² WL/10 (L - 2D/3)² WL/10 (L + 2D/3)² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Thickened part of a flat slab over its supporting column, is technically known as Column head Drop panel None of these Capital Column head Drop panel None of these Capital ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design According to I.S. : 456 specifications, the safe diagonal tensile stress for M 150 grade concrete, is 5 kg/cm² 15 kg/cm² 20 kg/cm² 10 kg/cm² 5 kg/cm² 15 kg/cm² 20 kg/cm² 10 kg/cm² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the permissible compressive and tensile stresses in a singly reinforced beam are 50 kg/cm² and 1400 kg/cm² respectively and the modular ratio is 18, the percentage area At of the steel required for an economic section, is 0.496 % 0.596 % 0.696 % 0.796 % 0.496 % 0.596 % 0.696 % 0.796 % ANSWER DOWNLOAD EXAMIANS APP
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