RCC Structures Design The thickness of base slab of a retaining wall generally provided, is Width of the stem at the bottom One-third of the width of the stem at the bottom One fourth of the width of the steam at the bottom One half of the width of the stem at the bottom Width of the stem at the bottom One-third of the width of the stem at the bottom One fourth of the width of the steam at the bottom One half of the width of the stem at the bottom ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The weight of reinforced concrete, is generally taken as 2400 kg/m³ 2200 kg/m³ 2500 kg/m³ 2300 kg/m³ 2400 kg/m³ 2200 kg/m³ 2500 kg/m³ 2300 kg/m³ ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the diameter of the main reinforcement in a slab is 16 mm, the concrete cover to main bars is 14 mm 12 mm 16 mm 10 mm 14 mm 12 mm 16 mm 10 mm 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 Lever arm of the section One and half lever arm of the section One-half lever arm of the section One-third lever arm of the section Lever arm of the section One and half lever arm of the section One-half lever arm of the section 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 2.5 Less than 2 Less than 2.5 2 2.5 Less than 2 Less than 2.5 2 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the ratio of long and short spans of a two way slab with corners held down is r, the actual reduction of B.M. is given by (5/6) (r²/1 + r²) M (5/6) (r²/1 + r³) M (5/6) (r/1 + r²) M (5/6) (r²/1 + r⁴) M (5/6) (r²/1 + r²) M (5/6) (r²/1 + r³) M (5/6) (r/1 + r²) M (5/6) (r²/1 + r⁴) M ANSWER DOWNLOAD EXAMIANS APP