RCC Structures Design For initial estimate for a beam design, the width is assumed 1/30th of span 1/20th of span 1/25th of span 1/15th of span 1/30th of span 1/20th of span 1/25th of span 1/15th of span ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The shear reinforcement in R.C.C. is provided to resist Diagonal compression Vertical shear Horizontal shear Diagonal tension Diagonal compression Vertical shear Horizontal shear Diagonal tension ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Minimum spacing between horizontal parallel reinforcement of the same size should not be less than One diameter 3 diameters 2.5 diameters 3.5 diameters One diameter 3 diameters 2.5 diameters 3.5 diameters ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In a singly reinforced beam Plane sections transverse to the centre line of the beam before bending remain plane after bending Steel possesses initial stresses when embedded in concrete Elastic moduli for concrete and steel have different values within the limits of deformation of the beam Compression is borne entirely by concrete Plane sections transverse to the centre line of the beam before bending remain plane after bending Steel possesses initial stresses when embedded in concrete Elastic moduli for concrete and steel have different values within the limits of deformation of the beam Compression is borne entirely by concrete ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A reinforced concrete cantilever beam is 3.6 m long, 25 cm wide and has its lever arm 40 cm. It carries a load of 1200 kg at its free end and vertical stirrups can carry 1800 kg. Assuming concrete to carry one-third of the diagonal tension and ignoring the weight of the beam, the number of shear stirrups required, is 40 35 45 30 40 35 45 30 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds 75 cm 120 cm 100 cm 50 cm 75 cm 120 cm 100 cm 50 cm ANSWER DOWNLOAD EXAMIANS APP
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