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 Continuous beam Cantilever beam Simply supported beam None of these TRUE ANSWER : ? YOUR ANSWER : ?
The percentage of minimum reinforcement of the gross sectional area in slabs, is 0.12 % 0.10 % 0.15 % 0.18 % TRUE ANSWER : ? YOUR ANSWER : ?
In favourable circumstances a 15 cm concrete cube after 28 days, attains a maximum crushing strength 200 kg/cm² 100 kg/cm² 300 kg/cm² 400 kg/cm² TRUE ANSWER : ? YOUR ANSWER : ?
The design of a retaining wall assumes that the retained earth Is free from moisture Is dry All listed here Is not cohesive TRUE ANSWER : ? YOUR ANSWER : ?
The stresses developed in concrete and steel in reinforced concrete beam 25 cm width and 70 cm effective depth, are 62.5 kg/cm² and 250 kg/cm² respectively. If m = 15, the depth of its neutral axis is 30 cm 20 cm 35 cm 25 cm TRUE ANSWER : ? YOUR ANSWER : ?
Distribution reinforcement in a simply supported slab, is provided to distribute Load All listed here Shrinkage stress Temperature stress TRUE ANSWER : ? YOUR ANSWER : ?
If longitudinally spanning stairs are casted along with their landings, the maximum bending moment per metre width, is taken as <math xmlns="http://www.w3.org/1998/Math/MathML"><mfrac><mrow><mi>w</mi><msup><mi>l</mi><mn>2</mn></msup></mrow><mn>8</mn></mfrac></math> <math xmlns="http://www.w3.org/1998/Math/MathML"><mfrac><mrow><mi>w</mi><msup><mi>l</mi><mn>2</mn></msup></mrow><mn>4</mn></mfrac></math> <math xmlns="http://www.w3.org/1998/Math/MathML"><mfrac><mrow><mi>w</mi><msup><mi>l</mi><mn>2</mn></msup></mrow><mn>10</mn></mfrac></math> <math xmlns="http://www.w3.org/1998/Math/MathML"><mfrac><mrow><mi>w</mi><msup><mi>l</mi><mn>2</mn></msup></mrow><mn>12</mn></mfrac></math> TRUE ANSWER : ? YOUR ANSWER : ?
Cantilever retaining walls can safely be used for a height not more than 5 m 4 m 6 m 3 m TRUE ANSWER : ? YOUR ANSWER : ?
As per IS : 456, the reinforcement in a column should not be less than 0.6% and not more than 6% of cross-sectional area 0.5% and not more than 5% of cross-sectional area 0.7% and not more than 7% of cross-sectional area 0.8% and not more than 8% of cross-sectional area TRUE ANSWER : ? YOUR ANSWER : ?
Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at Mid span Quarter span Supports Every section TRUE ANSWER : ? YOUR ANSWER : ?