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 6 cm 8 cm 10 cm 12 cm 6 cm 8 cm 10 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the length of an intermediate span of a continuous slab is 5 m, the length of the end span is kept 4.1 m 4.5 m 4.7 m 4.0 m 4.1 m 4.5 m 4.7 m 4.0 m ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If ‘A’ is the sectional area of a pre-stressed rectangular beam provided with a tendon pre-stressed by a force ‘P’ through its centroidal longitudinal axis, the compressive stress in concrete, is A/P P/A 2A/P P/2A A/P P/A 2A/P P/2A ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The width of the flange of a T-beam, which may be considered to act effectively with the rib depends upon All of the listed here Breadth of the rib Overall thickness of the rib Centre to centre distance between T-beams All of the listed here Breadth of the rib Overall thickness of the rib Centre to centre distance between T-beams ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The live load to be considered for an accessible roof, is 150 kg/m² 75 kg/m³ 200 kg/cm² Nil 150 kg/m² 75 kg/m³ 200 kg/cm² Nil 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 Rankine Grashoff formula Grashoff formula Marcus formula Rankine formula Rankine Grashoff formula Grashoff formula Marcus formula ANSWER DOWNLOAD EXAMIANS APP
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