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 If the maximum shear stress at the end of a simply supported R.C.C. beam of 6 m effective span is 10 kg/cm², the share stirrups are provided for a distance ‘x’ from either end where, ‘x’ is 200 cm 100 cm 150 cm 50 cm 200 cm 100 cm 150 cm 50 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The width of the flange of a T-beam should be less than Least of the above One-third of the effective span of the T-beam Distance between the centers of T-beam Breadth of the rib plus twelve times the thickness of the slab Least of the above One-third of the effective span of the T-beam Distance between the centers of T-beam Breadth of the rib plus twelve times the thickness of the slab ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The zone in which transverse bending is likely to occur may be obtained by drawing a line from the faces of the column making an angle θ° with horizontal where θ° is 45° 30° None of these 60° 45° 30° None of these 60° ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design According to I.S. : 456, slabs which span in two directions with corners held down, are assumed to be divided in each direction into middle strips and edge strips such that the width of the middle strip, is Half of the width of the slab Four-fifth of the width of the slab Three-fourth of the width of the slab Two-third of the width of the slab Half of the width of the slab Four-fifth of the width of the slab Three-fourth of the width of the slab Two-third of the width of the slab ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Minimum spacing between horizontal parallel reinforcement of the same size should not be less than 2.5 diameters 3.5 diameters One diameter 3 diameters 2.5 diameters 3.5 diameters One diameter 3 diameters ANSWER DOWNLOAD EXAMIANS APP
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