RCC Structures Design An R.C.C. column is treated as short column if its slenderness ratio is less than 50 56 40 30 50 56 40 30 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Lapped splices in tensile reinforcement are generally not used for bars of size larger than 30 mm diameter 24 mm diameter 18 mm diameter 36 mm diameter 30 mm diameter 24 mm diameter 18 mm diameter 36 mm diameter ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design An R.C.C beam of 25 cm width has a clear span of 5 metres and carries a U.D.L. of 2000 kg/m inclusive of its self weight. If the lever arm of the section is 45 cm., the beam is Needs revision of the section Is safe with stirrups and inclined members Is safe with stirrups Safe in shear Needs revision of the section Is safe with stirrups and inclined members Is safe with stirrups Safe in shear ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The Young's modulus of elasticity of steel, is 200 KN/mm² 150 KN/mm² 250 KN/mm² 275 KN/mm² 200 KN/mm² 150 KN/mm² 250 KN/mm² 275 KN/mm² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If K is a constant depending upon the ratio of the width of the slab to its effective span l, x is the distance of the concentrated load from the nearer support, bw is the width of the area of contact of the concentrated load measured parallel to the supported edge, the effective width of the slab be is K/x (1 + x/d) + bw Kx (1 + x/l) + bw All listed here Kx (1 - x/l) + bw K/x (1 + x/d) + bw Kx (1 + x/l) + bw All listed here Kx (1 - x/l) + bw ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design High strength concrete is used in pre-stressed member To provide high bond stresses To overcome high bearing stresses developed at the ends All listed here To overcome bursting stresses at the ends To provide high bond stresses To overcome high bearing stresses developed at the ends All listed here To overcome bursting stresses at the ends ANSWER DOWNLOAD EXAMIANS APP
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