RCC Structures Design The pitch of the main bars in a simply supported slab, should not exceed its effective depth by Three times Five times Four times Six times Three times Five times Four times Six times ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design As per IS : 456, the reinforcement in a column should not be less than 0.6% and not more than 6% of cross-sectional area 0.5% and not more than 5% of cross-sectional area 0.8% and not more than 8% of cross-sectional area 0.7% and not more than 7% of cross-sectional area 0.6% and not more than 6% of cross-sectional area 0.5% and not more than 5% of cross-sectional area 0.8% and not more than 8% of cross-sectional area 0.7% and not more than 7% of cross-sectional area ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The angle of repose of a soil is the maximum angle which the outer face of the soil mass makes With the vertical With the perpendicular to the inclined plane of the soil With the horizontal None of these With the vertical With the perpendicular to the inclined plane of the soil With the horizontal None of these ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The shear reinforcement in R.C.C. is provided to resist Diagonal compression Diagonal tension Horizontal shear Vertical shear Diagonal compression Diagonal tension Horizontal shear Vertical shear ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If C is creep coefficient, f is original pre-stress in concrete, m is modular ratio, E is Young's modulus of steel and e is shrinkage strain, the combined effect of creep and shrinkage is: (1 - C) mf + eE (1 - C) mf - eE (C - 1) mf + eE (C - 1) mf - eE (1 - C) mf + eE (1 - C) mf - eE (C - 1) mf + eE (C - 1) mf - eE ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Pick up the incorrect statement from the following. The intensity of horizontal shear stress at the elemental part of a beam section, is directly proportional to Shear force Area of the section Moment of the beam section about its neutral axis Distance of the C.G. of the area from its neutral axis Shear force Area of the section Moment of the beam section about its neutral axis Distance of the C.G. of the area from its neutral axis ANSWER DOWNLOAD EXAMIANS APP
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