RCC Structures Design If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is 50 55 40 45 50 55 40 45 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The thickness of the topping of a ribbed slab, varies between 5 cm to 8 cm 8 cm to 10 cm 12 cm to 15 cm 3 cm to 5 cm 5 cm to 8 cm 8 cm to 10 cm 12 cm to 15 cm 3 cm to 5 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the permissible compressive stress for a concrete in bending is C kg/m², the modular ratio is 2800/C 2800/C² 2300/2C 2800/3C 2800/C 2800/C² 2300/2C 2800/3C ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design An R.C.C. column is treated as long if its slenderness ratio is greater than 30 40 35 50 30 40 35 50 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The modular ratio ‘m’ of a concrete whose permissible compressive stress is ‘C’, may be obtained from the equation. m = 700/3C m = 1400/3C m = 2800/3C m = 3500/3C m = 700/3C m = 1400/3C m = 2800/3C m = 3500/3C ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The width of the flange of a T-beam, which may be considered to act effectively with the rib depends upon Breadth of the rib Centre to centre distance between T-beams Overall thickness of the rib All of the listed here Breadth of the rib Centre to centre distance between T-beams Overall thickness of the rib All of the listed here ANSWER DOWNLOAD EXAMIANS APP
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