RCC Structures Design Cantilever retaining walls can safely be used for a height not more than 4 m 3 m 5 m 6 m 4 m 3 m 5 m 6 m ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The shear reinforcement in R.C.C. is provided to resist Diagonal tension Diagonal compression Vertical shear Horizontal shear Diagonal tension Diagonal compression Vertical shear Horizontal shear ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The width of the rib of a T-beam, is generally kept between 1/3 to 1/2 of rib depth 1/2 to 3/4 of rib depth 1/7 to 1/3 of rib depth 1/3 to 2/3 of rib depth 1/3 to 1/2 of rib depth 1/2 to 3/4 of rib depth 1/7 to 1/3 of rib depth 1/3 to 2/3 of rib depth ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Total pressure on the vertical face of a retaining wall of height ‘h’ per unit run exerted by the retained earth weighing ‘w’ per unit volume, is wh² [(1 - sin φ)/(1 + sin φ)] wh² [(1 - sin φ)/2(1 + sin φ)] wh [(1 - sin φ)/(1 + sin φ)] wh² [(1 - sin φ)/3(1 + sin φ)] wh² [(1 - sin φ)/(1 + sin φ)] wh² [(1 - sin φ)/2(1 + sin φ)] wh [(1 - sin φ)/(1 + sin φ)] wh² [(1 - sin φ)/3(1 + sin φ)] ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The load stress of a section can be reduced by Replacing smaller bars by greater number of greater bars Decreasing the lever arm Replacing larger bars by greater number of small bars Increasing the total perimeter of bars Replacing smaller bars by greater number of greater bars Decreasing the lever arm Replacing larger bars by greater number of small bars Increasing the total perimeter of bars ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If jd is the lever arm and ΣO is the total perimeter of reinforcement of an R.C.C. beam, the bond stress at the section having Q shear force, is Q/2jdƩO Q/jdƩO 2 × Q/jdƩO Q/3jdƩO Q/2jdƩO Q/jdƩO 2 × Q/jdƩO Q/3jdƩO ANSWER DOWNLOAD EXAMIANS APP
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