RCC MCQs – 13 | CIVIL ENGINEERING | COMPETITIVE EXAMS
1. The maximum deflection due to load in RCC beams in buildings is limited to _____. [A] Span/100[B] Span/250[C] Span/350[D]…
1. The maximum deflection due to load in RCC beams in buildings is limited to _____. [A] Span/100[B] Span/250[C] Span/350[D]…
1. A doubly reinforced beam is considered as less economical as compared to a singly reinforced beam because _____.[A] The…
1. The maximum percentage reinforcement in beam shall not exceed of cross-sectional area as per IS:456.[A] 2.00%[B] 0.15%[C] 4.00%[D] 0.12%…
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…
1. Which of the following criteria is not considered under Limit State of Serviceability?[A] Fatigue[B] Vibration Limit[C] Durability consideration[D] Fire…
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.…
1. The mode of failure of a very short masonry member having height/thickness ratio of less than 4 is by…
1. The minimum cover prescribed in the code for flexural reinforcement in all footings _____.[A] 75mm[B] 50mm[C] 40mm[D] 60mm Answer:…
1. In which of the following method, safety measures appropriate choice of ‘Load Factor’?[A] Working Stress Method[B] Ultimate Strength Method[C]…
1. Tensile stresses in concrete arise on account of the following:(i) Direct tension(ii) Flexural tension(iii) Diagonal tension (shear)(iv) Temperature and…