RCC Structure MCQs | Civil Engineering MCQs for RCC Structure
In this article, you will get all RCC Structure MCQs with answers for best practices for competitive exams to crack competitive exams will always update our article and add more and more MCQ so bookmark and share the civil experience site for future learning.
Here in civil experience best civil engineering website, you will get the best learning and study materials, article, pdf, ppt, reports, etc for structural and others too so must join a civil experience blog and learn every day
Which is the weakest concrete mix?
ANSWER = [D] 1:5:10
The correct answer for Which is the weakest concrete mix is 1:5:10.
A lower modular ratio shows
ANSWER= [A] Higher compressive strength of concrete
The correct answer for A lower modular ratio shows the Higher compressive strength of concrete.
In limit state design, the limiting depth of neutral axis for Fe-250 for beam having effective depth ādā is ______.
ANSWER= [C] 0.53 d
The coorect answer for In limit state design, the limiting depth of neutral axis for Fe-250 for beam having effective depth ādā is 0.53 d.
Which of the following excavator is most suitable for digging under water?
ANSWER= [A] Drag line
Drag line excavator is most suitable for digging under water.
In a composite construction
ANSWER= [A] Interface slipping is prevented by using the shear connector
In a composite construction is Interface slipping is prevented by using a shear connector.
Explanation:
- Shear connectors are utilized in composite structures to enable the combined action of the concrete slab and the steel profile. The shear connector was developed by Leonhardt to improve the fatigue strength of a Venezuelan composite bridge.
- The shear connector is made from a rectangular steel plate, with holes, welded to the steel beam top flange. Interface slipping is prevented by using shear connector.
- Shrinkage occurs when excess water evaporates out of the hardened concrete reducing the volume of concrete. By using same grade of concrete differential shrinkage cannot be avoided.
- Assuming that there is no temporary propping, the steel part of a composite cross-section must alone resist self-weight and other construction loads as the concrete at that stage is ineffective. So Precast member is not always designed to carry the weight of in-situ concrete without props.