RCC Structures Design Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of 2h/3 h/2 h/4 h/3 2h/3 h/2 h/4 h/3 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is 2 Less than 2 Less than 2.5 2.5 2 Less than 2 Less than 2.5 2.5 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If ‘W’ is weight of a retaining wall and ‘P’ is the horizontal earth pressure, the factor of safety against sliding, is 1.0 3.0 1.5 2.0 1.0 3.0 1.5 2.0 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The length of lap in tension reinforcement should not be less than the bar diameter × (actual tension / four times the permissible average bond stress) if it is more than 30 bar diameters 24 bar diameters 36 bar diameters 18 bar diameters 30 bar diameters 24 bar diameters 36 bar diameters 18 bar diameters 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-third lever arm of the section One-half lever arm of the section One and half lever arm of the section Lever arm of the section One-third lever arm of the section One-half lever arm of the section One and half lever arm of the section Lever arm of the section ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In a combined footing for two columns carrying unequal loads, the maximum hogging bending moment occurs at More loaded column A point of zero shear force Less loaded column A point of the maximum shear force More loaded column A point of zero shear force Less loaded column A point of the maximum shear force ANSWER DOWNLOAD EXAMIANS APP
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