RCC Structures Design For M 150 grade concrete (1 : 2 : 4) the moment of resistance factor is 5.8 7.5 0.87 8.5 5.8 7.5 0.87 8.5 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The maximum shear stress (q) in concrete of a reinforced cement concrete beam is Width/(Lever arm × Shear force) Shear force/(Lever arm × Width) Lever arm/(Shear force × Width) (Shear force × Width)/Lever arm Width/(Lever arm × Shear force) Shear force/(Lever arm × Width) Lever arm/(Shear force × Width) (Shear force × Width)/Lever arm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The width of the flange of a T-beam should be less than Least of the above Distance between the centers of T-beam One-third of the effective span of the T-beam Breadth of the rib plus twelve times the thickness of the slab Least of the above Distance between the centers of T-beam One-third of the effective span of the T-beam Breadth of the rib plus twelve times the thickness of the slab ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If T and R are tread and rise respectively of a stair, then 2R + T = 60 2R + T = 30 R + 2T = 60 R + 2T= 30 2R + T = 60 2R + T = 30 R + 2T = 60 R + 2T= 30 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A pre-stressed concrete member is preferred because Its dimensions are not decided from the diagonal tensile stress Large size of long beams carrying large shear force need not be adopted All listed here Removal of cracks in the members due to shrinkage Its dimensions are not decided from the diagonal tensile stress Large size of long beams carrying large shear force need not be adopted All listed here Removal of cracks in the members due to shrinkage ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The diameter of main bars in R.C.C. columns, shall not be less than 11 mm 12 mm 10 mm 15 mm 11 mm 12 mm 10 mm 15 mm ANSWER DOWNLOAD EXAMIANS APP
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