RCC Structures Design Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds 100 cm 120 cm 50 cm 75 cm 100 cm 120 cm 50 cm 75 cm 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-half lever arm of the section Lever arm of the section One and half lever arm of the section One-third lever arm of the section One-half lever arm of the section Lever arm of the section One and half lever arm of the section One-third lever arm of the section ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than 4 mm 5 mm 6 mm 7 mm 4 mm 5 mm 6 mm 7 mm 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 15 mm 25 mm 10 mm 20 mm 15 mm 25 mm 10 mm 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 = 3500/3C m = 2800/3C m = 1400/3C m = 700/3C m = 3500/3C m = 2800/3C m = 1400/3C m = 700/3C ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The angle of repose of a soil is the maximum angle which the outer face of the soil mass makes With the horizontal With the perpendicular to the inclined plane of the soil None of these With the vertical With the horizontal With the perpendicular to the inclined plane of the soil None of these With the vertical ANSWER DOWNLOAD EXAMIANS APP
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