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 12 cm 10 cm 8 cm 6 cm 12 cm 10 cm 8 cm 6 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If R and T are rise and tread of a stair spanning horizontally, the steps are supported by a wall on one side and by a stringer beam on the other side, the steps are designed as beams of width √(R² + T²) T - R R + T R - T √(R² + T²) T - R R + T R - T ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If P kg/m² is the upward pressure on the slab of a plain concrete footing whose projection on either side of the wall is a cm, the depth of foundation D is given by D = 0.07775 aP D = 0.00775 aP D = 0.775 Pa D = 0.0775 aP D = 0.07775 aP D = 0.00775 aP D = 0.775 Pa D = 0.0775 aP ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Design of a two way slab simply supported on edges and having no provision to prevent the corners from lifting, is made by Rankine formula Grashoff formula Marcus formula Rankine Grashoff formula Rankine formula Grashoff formula Marcus formula Rankine Grashoff formula ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The live load to be considered for an inaccessible roof, is 150 kg/cm² Nil 75 kg/m² 200 kg/m² 150 kg/cm² Nil 75 kg/m² 200 kg/m² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Dimensions of a beam need be changed if the shear stress is more than 10 kg/cm² 20 kg/cm² 25 kg/cm² 15 kg/cm² 10 kg/cm² 20 kg/cm² 25 kg/cm² 15 kg/cm² ANSWER DOWNLOAD EXAMIANS APP
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