RCC Structures Design If a rectangular pre-stressed beam of an effective span of 5 meters and carrying a total load 3840 kg/m, is designed by the load balancing method, the central dip of the parabolic tendon should be 20 cm 5 cm 10 cm 15 cm 20 cm 5 cm 10 cm 15 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The allowable tensile stress in mild steel stirrups, reinforced cement concrete, is 230 kg/cm² 1400 kg/cm² 190 kg/cm² 260 kg/cm² 230 kg/cm² 1400 kg/cm² 190 kg/cm² 260 kg/cm² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design According to load factor method, the permissible load ‘W’ on a short column reinforced with longitudinal bars and lateral stirrups, is Stress in concrete × area of concrete + Stress in steel × area of steel Stress in steel × area of steel Stress in concrete × area of concrete None of these Stress in concrete × area of concrete + Stress in steel × area of steel Stress in steel × area of steel Stress in concrete × area of concrete None of these ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The effective width of a column strip of a flat slab, is Half the width of the panel Radius of the column Diameter of the column One-fourth the width of the panel Half the width of the panel Radius of the column Diameter of the column One-fourth the width of the panel ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is 0.6 0.7 0.8 0.9 0.6 0.7 0.8 0.9 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design As per IS : 456, the reinforcement in a column should not be less than 0.8% and not more than 8% of cross-sectional area 0.5% and not more than 5% of cross-sectional area 0.6% and not more than 6% of cross-sectional area 0.7% and not more than 7% of cross-sectional area 0.8% and not more than 8% of cross-sectional area 0.5% and not more than 5% of cross-sectional area 0.6% and not more than 6% of cross-sectional area 0.7% and not more than 7% of cross-sectional area ANSWER DOWNLOAD EXAMIANS APP
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