B. TECH.
THEORY EXAMINATION (SEM–VI) 2016-17
ADVANCED CONCRETE DESIGN
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Time: 3 Hours
Max. Marks : 100
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Note: Be precise in your answer. In case of numerical problem assume data wherever not provided. Attempt all questions. Use of IS:456 allowed. Use M20 & Fe 415
SECTION-A
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1. Explain the following : (10×2=20)
- Explain joints in water tanks.
- How you will determine capacity of water tank?
- Write live load for gathering spaces.
- Define codes on culvert design.
- Define building frames.
- Define earthquake loads.
- What is seismic zone?
- How much seismic load will increase if we change zone 2 to zone 3?
- Name zones of wind in India.
- Define high performance concrete.
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SECTION-B
2. Attempt any five of the following : (10×5=50)
- Discuss design requirements as per IS:3370 for water tanks.
- How you will analyze building frame for lateral loads?
- Explain raft foundation for over head water tank.
- How you will design deck slab for concentrated load?
- Describe with example concept of exact analysis.
- Discuss codal recommendations on RCC bridge design.
- How you will design deck slab in RCC culvert?
- Explain by neat sketches elements of RCC culvert and loads acting on it.
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SECTION-C
Attempt any two of the following : (15×2=30)
3. Design RCC dome of intze water tank for 250 kilolitres. Take staging height 22m, sbc 12kn/sqm. Assume other details.
4. Discuss method of design moments calculation in 6 story three bay multistory RCC frame.
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5. Design a single slab bridge for the following requirements:
- Clear span = 5m
- Clear width of carriage way=7.5m
- Live load class AA loading
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