RCC Structures Design If the size of a column is reduced above the floor, the main bars of the columns, are Bent inward at the floor level Stopped just below the floor level and separate lap bars provided All of the listed here Continued up Bent inward at the floor level Stopped just below the floor level and separate lap bars provided All of the listed here Continued up ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design An R.C.C. roof slab is designed as a two way slab if The ratio of spans in two directions is less than 2 The slab is continuous over two supports It supports live loads in both directions The slab is discontinuous at edges The ratio of spans in two directions is less than 2 The slab is continuous over two supports It supports live loads in both directions The slab is discontinuous at edges ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design According to I.S. : 456 specifications, the safe diagonal tensile stress for M 150 grade concrete, is 10 kg/cm² 5 kg/cm² 20 kg/cm² 15 kg/cm² 10 kg/cm² 5 kg/cm² 20 kg/cm² 15 kg/cm² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a Cantilever beam None of these Continuous beam Simply supported beam Cantilever beam None of these Continuous beam Simply supported beam ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design An R.C.C. column is treated as long if its slenderness ratio is greater than 30 40 35 50 30 40 35 50 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Pick up the incorrect statement from the following. The intensity of horizontal shear stress at the elemental part of a beam section, is directly proportional to Moment of the beam section about its neutral axis Shear force Area of the section Distance of the C.G. of the area from its neutral axis Moment of the beam section about its neutral axis Shear force Area of the section Distance of the C.G. of the area from its neutral axis ANSWER DOWNLOAD EXAMIANS APP
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