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 (C - 1) mf + eE (C - 1) mf - eE (1 - C) mf - eE (1 - C) mf + eE (C - 1) mf + eE (C - 1) mf - eE (1 - C) mf - eE ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the diameter of the main reinforcement in a slab is 16 mm, the concrete cover to main bars is 16 mm 10 mm 12 mm 14 mm 16 mm 10 mm 12 mm 14 mm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design For a ribbed slab Width of the rib shall not be less than 7.5 cm Clear spacing between ribs shall not be greater than 4.5 cm All listed here Overall depth of the slab shall not exceed four times the breadth of the rib Width of the rib shall not be less than 7.5 cm Clear spacing between ribs shall not be greater than 4.5 cm All listed here Overall depth of the slab shall not exceed four times the breadth of the rib ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The weight of reinforced concrete, is generally taken as 2300 kg/m³ 2200 kg/m³ 2400 kg/m³ 2500 kg/m³ 2300 kg/m³ 2200 kg/m³ 2400 kg/m³ 2500 kg/m³ 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 Area of the section Distance of the C.G. of the area from its neutral axis Shear force Moment of the beam section about its neutral axis Area of the section Distance of the C.G. of the area from its neutral axis Shear force Moment of the beam section about its neutral axis ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Pick up the assumption for the design of a pre-stressed concrete member from the following: Variation of stress in reinforcement due to changes in external loading is negligible All listed here During deformation limits, Hook's law is equally applicable to concrete as well as to steel A transverse plane section remains a plane after bending Variation of stress in reinforcement due to changes in external loading is negligible All listed here During deformation limits, Hook's law is equally applicable to concrete as well as to steel A transverse plane section remains a plane after bending ANSWER DOWNLOAD EXAMIANS APP
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