Exam Details
Subject | Structural Design- | | |
Paper | ||
Exam / Course | B.Tech. Civil (Construction Management) / (Water Resources Engineering)/ (Aero Space Engineering) BTCM-BTWRE | |
Department | School of Engineering & Technology (SOET) | |
Organization | indira gandhi national open university | |
Position | ||
Exam Date | December, 2016 | |
City, State | new delhi, |
Question Paper
No. of Printed Pages: 2
IET-508(A>I
B.Tech. Civil (Construction Management) I
B.Tech.Civil·(Water Resources Engineering)
Term-End·Examination
00662
December, 2016
ET-508(A) STRUCTURAL DESIGN
Time: 3 hours Maximum Marks: 70
Note: Attempt any four questions. All questions carry equal marks. Use of code of practice IS: 456 and scientific calculator is allowed. Any missing data may be suitably assumed. Use limit state design method unless noted otherwise.
1. Design a cantilever beam of span 2 m and constant width 300 mm. This beam has to carry a distributed load of 30 kN/m excluding its self-weight. Use M 25 grade of concrete and Fe 415 steel. Assume moderate exposure condition. 17 1/2
2. Determine the moment of resistance of a beam 250 mm x 500 mm (overall). This beam is reinforced with 2 -12 mm o in compression and 4 -20 mm o in tension zone. Assume effective cover of 40 mm for both reinforcements. Adopt M 20 grade of concrete and Fe 415 grade of steel. Take 300 N/mm^2 for compression reinforcement. 17 1/2
3. Design the reinforcement for a column of size 400 mm x 400 mm. This column is subjected to an axial load of 2200 kN. The unsupported length of the column is 3.0 m with both ends effectively held in position but restrained against rotation at one end only. Adopt concrete of grade M 25 and steel of grade Fe 415. 17 1/2
4. Design a slab of size 4 m x 6 m carrying an imposed load of 4 kN/m^2. Two adjacent edges of the slab are discontinuous and remaining are continuous. Use M 25 grade of concrete and Fe 415 grade of steel. 17 1/2
5. Design a circular tank with flexible base for a capacity of 400 k litres. The depth of water is to be 4 m including a free board of 200 mm. Adopt M 30 concrete and HYSD bars. Use working stress method of design. 17 1/2
6. Discuss the various steps to design a reinforced concrete slab culvert. Draw typical details of reinforcement in the slab culvert. 9
Explain briefly the steps to design a cantilever retaining wall. Draw typical reinforcement details of the cantilever retaining wall.
8 1/2
IET-508(A>I
B.Tech. Civil (Construction Management) I
B.Tech.Civil·(Water Resources Engineering)
Term-End·Examination
00662
December, 2016
ET-508(A) STRUCTURAL DESIGN
Time: 3 hours Maximum Marks: 70
Note: Attempt any four questions. All questions carry equal marks. Use of code of practice IS: 456 and scientific calculator is allowed. Any missing data may be suitably assumed. Use limit state design method unless noted otherwise.
1. Design a cantilever beam of span 2 m and constant width 300 mm. This beam has to carry a distributed load of 30 kN/m excluding its self-weight. Use M 25 grade of concrete and Fe 415 steel. Assume moderate exposure condition. 17 1/2
2. Determine the moment of resistance of a beam 250 mm x 500 mm (overall). This beam is reinforced with 2 -12 mm o in compression and 4 -20 mm o in tension zone. Assume effective cover of 40 mm for both reinforcements. Adopt M 20 grade of concrete and Fe 415 grade of steel. Take 300 N/mm^2 for compression reinforcement. 17 1/2
3. Design the reinforcement for a column of size 400 mm x 400 mm. This column is subjected to an axial load of 2200 kN. The unsupported length of the column is 3.0 m with both ends effectively held in position but restrained against rotation at one end only. Adopt concrete of grade M 25 and steel of grade Fe 415. 17 1/2
4. Design a slab of size 4 m x 6 m carrying an imposed load of 4 kN/m^2. Two adjacent edges of the slab are discontinuous and remaining are continuous. Use M 25 grade of concrete and Fe 415 grade of steel. 17 1/2
5. Design a circular tank with flexible base for a capacity of 400 k litres. The depth of water is to be 4 m including a free board of 200 mm. Adopt M 30 concrete and HYSD bars. Use working stress method of design. 17 1/2
6. Discuss the various steps to design a reinforced concrete slab culvert. Draw typical details of reinforcement in the slab culvert. 9
Explain briefly the steps to design a cantilever retaining wall. Draw typical reinforcement details of the cantilever retaining wall.
8 1/2
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