CE8501 Important 8 mark Questions DESIGN OF REINFORCED CEMENT CONCRETE ELEMENTS
CE8501 Important 8 Mark Questions DESIGN OF REINFORCED CEMENT CONCRETE ELEMENTS Regulation 2017 Anna University free download. DESIGN OF REINFORCED CEMENT CONCRETE ELEMENTS Important Questions CE8501 pdf free download.
Sample CE8501 Important Questions DESIGN OF REINFORCED CEMENT CONCRETE ELEMENTS
Determine the position of neutral axis and the moment of resistance of a beam 300mm wide and 550mm effective depth. It is reinforced with 3 bars of 16mm diameter. Use M20 grade of concrete and Fe415 grade of steel. Adopt working stress method
A rectangular RC section having a width of 350 mm is reinforced with 2 numbers of 28 mm diameters at an effective depth of 700mm. adopting M20 grade concrete and Fe415 HYSD bars. Determine the ultimate moment of resistance of the section. CE8501 Important 8 Mark Questions
A beam of rectangular section of width 225mm and effective depth 500 mm is simply supported over a span of 5m is reinforced with four members of 20 mm dia mild steel bars in the tension side. Determine the position of neutral axis and the stresses in the top most compression fiber of concrete and tension steel. If the beam carries a UDL of 9KN/m (including self-weight) for the entire span. Use working stress method of design.
Compare and explain detailed notes on under reinforced section and over reinforced section for LS method. CE8501 Important 8 Mark Questions
Identify the expression for the depth of neutral axis and moment of resistance of a singly reinforced beam section under flexure and obtain design constants K, j, Q for M20 concrete and Fe415 steel. Use working stress method.
A singly reinforced section having following details: breadth=200mm, effective depth=450mm and reinforced with 3 nos. of 16mm dia mild steel. Concrete grade M15 and effective cover=35mm, effective span=4m. Determine the maximum imposed load the beam and carry per meter length.
Design a doubly reinforced concrete beam of rectangular section using the following data: Effective span=5m Width of beam=250mm Over all data=500mm Service load (DL+LL) =40KN/m. Effective cover=50mm M20 grade of concrete and Fe415 HYSD bars. CE8501 Important 8 Mark Questions
A doubly reinforced beam of size 250mmX550mm is provided with a compression steel of 900mm 2 with an effective cover of 50mm at top and bottom. The neutral axis depth is equal to limiting neutral axis depth. Find the total area of steel provided. The concrete of beam is M 20 grade and Fe 415 HYSD bars are used and moment of resistance is 460KNm.
| Subject name | DESIGN OF REINFORCED CEMENT CONCRETE ELEMENTS |
| Short Name | DRCCE |
| Semester | 5 |
| Subject Code | CE8501 |
| Regulation | 2017 regulation |
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