RCC Structures Design According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than 75 cm 40 cm 30 cm 20 cm 75 cm 40 cm 30 cm 20 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The maximum shear stress (q) in concrete of a reinforced cement concrete beam is Lever arm/(Shear force × Width) Shear force/(Lever arm × Width) (Shear force × Width)/Lever arm Width/(Lever arm × Shear force) Lever arm/(Shear force × Width) Shear force/(Lever arm × Width) (Shear force × Width)/Lever arm Width/(Lever arm × Shear force) ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design To have pressure wholly compressive under the base of a retaining wall of width b, the resultant of the weight of the wall and the pressure exerted by the retained, earth should have eccentricity not more than b/5 b/6 b/3 b/4 b/5 b/6 b/3 b/4 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The percentage of minimum reinforcement of the gross sectional area in slabs, is 0.18 % 0.10 % 0.12 % 0.15 % 0.18 % 0.10 % 0.12 % 0.15 % ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The minimum head room over a stair must be 200 cm 210 cm 205 cm 230 cm 200 cm 210 cm 205 cm 230 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design For the design of a simply supported T-beam the ratio of the effective span to the overall depth of the beam is limited to 10 20 25 15 10 20 25 15 ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS