RCC Structures Design The advantage of a concrete pile over a timber pile, is No decay due to termites No restriction on length All of these Higher bearing capacity No decay due to termites No restriction on length All of these Higher bearing capacity ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Lapped splices in tensile reinforcement are generally not used for bars of size larger than 36 mm diameter 30 mm diameter 24 mm diameter 18 mm diameter 36 mm diameter 30 mm diameter 24 mm diameter 18 mm diameter ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Distribution of shear intensity over a rectangular section of a beam, follows: A circular curve A parabolic curve An elliptical curve A straight line A circular curve A parabolic curve An elliptical curve A straight line ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the length of a wall on either side of a lintel opening is at least half of its effective span L, the load W carried by the lintel is equivalent to the weight of brickwork contained in an equilateral triangle, producing a maximum bending moment WL/4 WL/2 WL/6 WL/8 WL/4 WL/2 WL/6 WL/8 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If d is the diameter of a bar, ft is allowable tensile stress and fb, is allowable bond stress, the bond length is given by π ft .d²/fb (π/4). (ft .d/fb) (π/4). (ft .d3/fb) ft .d/4fb π ft .d²/fb (π/4). (ft .d/fb) (π/4). (ft .d3/fb) ft .d/4fb ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In the zone of R.C.C. beam where shear stress is less than 5 kg/cm², nominal reinforcement is provided at a pitch of One-third lever arm of the section One and half lever arm of the section Lever arm of the section One-half lever arm of the section One-third lever arm of the section One and half lever arm of the section Lever arm of the section One-half lever arm of the section ANSWER DOWNLOAD EXAMIANS APP
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