RCC MCQs – 10 | CIVIL ENGINEERING | COMPETITIVE EXAMS
1. Maximum area of compression reinforcement for beams is _____.[A] 0.04 bD[B] 0.85bd/fy[C] 0.1 percent of web area[D] 0.5 percent…
RCC MCQs – 9 | CIVIL ENGINEERING | COMPETITIVE EXAMS
1. Which of the following criteria is not considered under Limit State of Serviceability?[A] Fatigue[B] Vibration Limit[C] Durability consideration[D] Fire…
RCC MCQs – 8 | CIVIL ENGINEERING | COMPETITIVE EXAMS
1. Design Bond stress for grade M40 and above is _____.[A] 1.9[B] 1.2[C] 1.7[D] 1.4 Answer: Option A 2.…
RCC MCQs – 7 | CIVIL ENGINEERING | COMPETITIVE EXAMS
1. The mode of failure of a very short masonry member having height/thickness ratio of less than 4 is by…
RCC MCQs – 6 | CIVIL ENGINEERING | COMPETITIVE EXAMS
1. The minimum cover prescribed in the code for flexural reinforcement in all footings _____.[A] 75mm[B] 50mm[C] 40mm[D] 60mm Answer:…
RCC MCQs – 5 | CIVIL ENGINEERING | COMPETITIVE EXAMS
1. In which of the following method, safety measures appropriate choice of ‘Load Factor’?[A] Working Stress Method[B] Ultimate Strength Method[C]…
RCC MCQs – 4 | CIVIL ENGINEERING | COMPETITIVE EXAMS
1. Tensile stresses in concrete arise on account of the following:(i) Direct tension(ii) Flexural tension(iii) Diagonal tension (shear)(iv) Temperature and…
RCC MCQs – 3 | CIVIL ENGINEERING | COMPETITIVE EXAMS
1. In limit state approach, the spacing of main reinforcement primarily controls _____.[A] Cracking[B] Durability[C] Collapse[D] Deflection Answer: Option A…
RCC MCQs – 2 | CIVIL ENGINEERING | COMPETITIVE EXAMS
1. The maximum compressive strain permitted in R.C.C. columns at failure load is _____. [A] 0.002 [B] 0.003 [C] 0.035…
RCC MCQs 1 | CIVIL ENGINEERING | COMPETITIVE EXAMS
1. As per IS 456:2000, Minimum grade of concrete for plain concrete exposed to seacoast is _____. [A] M20 [B]…