RCC Structures Design The maximum area of tension reinforcement in beams shall not exceed 6 0.15 % 1 4 % 6 0.15 % 1 4 % ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the maximum shear stress at the end of a simply supported R.C.C. beam of 6 m effective span is 10 kg/cm², the share stirrups are provided for a distance ‘x’ from either end where, ‘x’ is 50 cm 100 cm 200 cm 150 cm 50 cm 100 cm 200 cm 150 cm 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/3 b/6 b/4 b/5 b/3 b/6 b/4 b/5 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the maximum shear stress at the end of a simply supported R.C.C. beam of 16 m effective span is 10 kg/cm², the length of the beam having nominal reinforcement, is 6 cm 12 cm 8 cm 10 cm 6 cm 12 cm 8 cm 10 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design An intermediate T-beam reinforced with two layers of tensile steel with clear cover 13 cm encased with the floor of a hall 12 meters by 7 meters, is spaced at 3 meters from adjoining beams and if the width of the beam is 20 cm, the breadth of the flange is 233 cm 236 cm 176 cm 300 cm 233 cm 236 cm 176 cm 300 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The amount of reinforcement for main bars in a slab, is based upon Maximum bending moment Maximum shear force Minimum shear force Minimum bending moment Maximum bending moment Maximum shear force Minimum shear force Minimum bending moment ANSWER DOWNLOAD EXAMIANS APP
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