RCC Structures Design If longitudinally spanning stairs are casted along with their landings, the maximum bending moment per metre width, is taken as wl28 wl212 wl210 wl24 wl28 wl212 wl210 wl24 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The minimum thickness of the cover at the end of a reinforcing bar should not be less than twice the diameter of the bar subject to a minimum of 20 mm 15 mm 10 mm 25 mm 20 mm 15 mm 10 mm 25 mm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds 20 10 25 15 20 10 25 15 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In testing a pile by load test, pile platform is loaded with one and half times the design load and a maximum settlement is noted. The load is gradually removed and the consequent rebound is measured. For a safe pile, the net settlement (i.e. total settlement minus rebound) per tonne of test load should not exceed 20 mm 10 mm 15 mm 25 mm 20 mm 10 mm 15 mm 25 mm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In a pre-stressed member it is advisable to use High strength concrete and high tensile steel High strength concrete only Low strength concrete only Low strength concrete but high tensile steel High strength concrete and high tensile steel High strength concrete only Low strength concrete only Low strength concrete but high tensile steel ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Steel beam theory is used for Design of simple steel beams Doubly reinforced beams ignoring compressive stress in concrete Steel beams encased in concrete Beams if shear exceeds 4 times allowable shear stress Design of simple steel beams Doubly reinforced beams ignoring compressive stress in concrete Steel beams encased in concrete Beams if shear exceeds 4 times allowable shear stress ANSWER DOWNLOAD EXAMIANS APP