RCC Structures Design In a slab, the pitch of the main reinforcement should not exceed its effective depth Three times Four times Two times Five times Three times Four times Two times Five times ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the permissible compressive and tensile stresses in a singly reinforced beam are 50 kg/cm² and 1400 kg/cm² respectively and the modular ratio is 18, the percentage area At of the steel required for an economic section, is 0.496 % 0.796 % 0.696 % 0.596 % 0.496 % 0.796 % 0.696 % 0.596 % ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A ribbed slab is provided for Thermal insulation Acoustic insulation All of these A plain ceiling Thermal insulation Acoustic insulation All of these A plain ceiling ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Minimum spacing between horizontal parallel reinforcement of different sizes, should not be less than One diameter of thicker bar One diameter of thinner bar Twice the diameter of thinner bar None of these One diameter of thicker bar One diameter of thinner bar Twice the diameter of thinner bar None of these ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If p₁ and p₂ are mutually perpendicular principal stresses acting on a soil mass, the normal stress on any plane inclined at angle θ° to the principal plane carrying the principal stress p₁, is: [(p₁ + p₂)/2] + [(p₁ - p₂)/2] cos 2θ [(p₁ + p₂)/2] + [(p₁ - p₂)/2] sin 2θ [(p₁ - p₂)/2] + [(p₁ + p₂)/2] sin 2θ [(p₁ - p₂)/2] + [(p₁ + p₂)/2] cos 2θ [(p₁ + p₂)/2] + [(p₁ - p₂)/2] cos 2θ [(p₁ + p₂)/2] + [(p₁ - p₂)/2] sin 2θ [(p₁ - p₂)/2] + [(p₁ + p₂)/2] sin 2θ [(p₁ - p₂)/2] + [(p₁ + p₂)/2] cos 2θ ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the sides of a slab simply supported on edges and spanning in two directions are equal, the maximum bending moment is multiplied by 0.7 0.4 0.5 0.6 0.7 0.4 0.5 0.6 ANSWER DOWNLOAD EXAMIANS APP