RCC Structures Design For M 150 grade concrete (1 : 2 : 4) the moment of resistance factor is 8.5 5.8 0.87 7.5 8.5 5.8 0.87 7.5 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The shear reinforcement in R.C.C. is provided to resist Diagonal tension Diagonal compression Horizontal shear Vertical shear Diagonal tension Diagonal compression Horizontal shear Vertical shear ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The thickness of base slab of a retaining wall generally provided, is One fourth of the width of the steam at the bottom One-third of the width of the stem at the bottom Width of the stem at the bottom One half of the width of the stem at the bottom One fourth of the width of the steam at the bottom One-third of the width of the stem at the bottom Width of the stem at the bottom One half of the width of the stem at the bottom ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A circular slab subjected to external loading, deflects to form a None of these Semi-hemisphere Paraboloid Ellipsoid None of these Semi-hemisphere Paraboloid Ellipsoid ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is 2 Less than 2 Less than 2.5 2.5 2 Less than 2 Less than 2.5 2.5 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the ratio of long and short spans of a two way slab with corners held down is r, the actual reduction of B.M. is given by (5/6) (r/1 + r²) M (5/6) (r²/1 + r⁴) M (5/6) (r²/1 + r³) M (5/6) (r²/1 + r²) M (5/6) (r/1 + r²) M (5/6) (r²/1 + r⁴) M (5/6) (r²/1 + r³) M (5/6) (r²/1 + r²) M ANSWER DOWNLOAD EXAMIANS APP
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