RCC Structures Design The thickness of the topping of a ribbed slab, varies between 8 cm to 10 cm 5 cm to 8 cm 12 cm to 15 cm 3 cm to 5 cm 8 cm to 10 cm 5 cm to 8 cm 12 cm to 15 cm 3 cm to 5 cm 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 50 cm 150 cm 200 cm 100 cm 50 cm 150 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the maximum bending moment of a simply supported slab is M Kg.cm, the effective depth of the slab is (where Q is M.R. factor) √(M/Q) M/10√Q √(M/100Q) M/100Q √(M/Q) M/10√Q √(M/100Q) M/100Q ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design ‘P’ is the pre-stressed force applied to tendon of a rectangular pre-stressed beam whose area of cross section is ‘A’ and sectional modulus is ‘Z’. The minimum stress ‘f’ on the beam subjected to a maximum bending moment ‘M’ is f = (A/P) - (M/Z) f = (P/A) - (M/6Z) f = (P/A) - (M/Z) f = (P/'- (Z/M) f = (A/P) - (M/Z) f = (P/A) - (M/6Z) f = (P/A) - (M/Z) f = (P/'- (Z/M) 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 Simply supported beam Continuous beam None of these Cantilever beam Simply supported beam Continuous beam None of these Cantilever beam ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The maximum ratio of span to depth of a slab simply supported and spanning in one direction, is 35 30 20 25 35 30 20 25 ANSWER DOWNLOAD EXAMIANS APP
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