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 June, 2016
City, State new delhi,


Question Paper

A section of a reinforced beam having width as 300 mm and depth as 550 mm is subjected to a service load moment of 175 kNm. Assume M 20 concrete and Fe 415 steel with O'cbc=7MPa and O'st=130 MPa. Determine the stresses in concrete and steel at the section. Determine the ultimate moment of resistance for a T-section having bf= 850 mm, Df =100 mm, bw =250 rom, d =520 mm and Ast =3695 mm^2. Assume M 25 concrete and Fe 415 steel. All notations have their usual
meaning.

2. Determine the ultimate moment of resistance of a doubly reinforced section with the following data:

b =300 mm, d =655 mm =45 mm,
Asc =982 mm^2,Ast 1964 mm^2.
Consider M 25 concrete and Fe 415 steel.

3. Design a one-way slab, with a clear span of 4·0 m which is simply supported on 230 mm thick masonry walls. It is subjected to a live load of 4 kN/m^2 and surface finish of 1 kN/m^2. Take Fe 415 steel and M 25 concrete. Assume that the slab is subjected to moderate exposure conditions.

4.(a) Design the reinforcement in a column of size 450 mm x 600 mm, subjected to an axial load of 2000 kN under service load conditions. The column has an unsupported length of 3·0 m and is braced against sideway in both directions. Use M 25 concrete and Fe 415 steel.
Discuss various stability conditions for a long column.

5. Design an isolated footing for a square column, 450 x 450 mm, reinforced with 8 -25 bars, and carrying a service load of 2300 kN. Assume soil with a safe bearing capacity of 300 kN/mm^2 at a depth of 1·5 m below ground. Assume M 20 grade concrete and Fe 415 grade steel for the footing.

6. Design the stem of a cantilever wall to retain earth with a backfill sloped at 20° to the horizontal at the top of the wall which is 5·5 m above the ground level. Its foundation depth may be taken as 1·2 m below the ground which has a safe bearing capacity of 120 kN/m^2. Assume that the backfill has a unit weight of 17 kN/m^2 and an angle of shearing resistance of 35°. Coefficient of friction between soil and concrete may be taken as 0.55. Use M 20 concrete and Fe 415 steel.


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Subjects

  • Agricultural Legislation and Management
  • Building Architecture
  • Building Services
  • Chemistry
  • Computer Applications
  • Computer Programming and Numerical Analysis
  • Concrete Technology & Construction Techniques
  • Construction Management-I
  • Construction Management-II
  • Construction Works Supervision
  • Design Detailing
  • Earth & Its Environment
  • Elementary Hydrology
  • Engineering Materials
  • Engineering Mechanics
  • Engineering Thermodynamics
  • Flow in Open Channel
  • Foundation Engineering
  • Ground Water Development
  • Hydraulic Structures
  • Hydraulic Structures-I
  • Hydraulic Structures-II
  • Hydrology
  • Inventory and Stores Management
  • Irrigation Engineering
  • Materials Science
  • Mathematics  III
  • Mathematics- I
  • Mathematics- II
  • Mechanical Equipmentsin Construction
  • Mechanics of Fluids
  • Open Channel Flow
  • Operation and Maintenance of Construction Equipment
  • Physics
  • Planning Construction of Buildings
  • Pollutants and Water Supply
  • Principles of Electrical Science
  • Principles of Engineering Management and Economics
  • Quantity Surveying & Valuation
  • Repair and Maintenance of Buildings
  • Soil Conservation and Agronomy
  • Soil Mechanics
  • Soil Science
  • Strength of Materials
  • Structural Analysis
  • Structural Design- |
  • Structural Design- II
  • System Methods
  • Technical Writing
  • Testing for Quality Control
  • Transportation &Traffic Engineering
  • Waste Water Treatment
  • Water Resources Planning