3.(a) A simply supported T-beam of span 9 m in reinforced concrete has the following dimensions: Flange width = 2000 mm Flange thickness = 150 mm Overall depth = 750 mm Rib width = 300 mm The beam is provided with 6 No. 32 mm diameter HYSD bars of grade Fe 500. Concrete used is of grade M 25 : Find the moment of resistance of the beam using limit state method. Also find the magnitude of two point loads at 3 m distance from the ends. [Assume effective cover = 70 mm]
3.(a) A simply supported T-beam of span 9 m in reinforced concrete has the following dimensions: Flange width = 2000 mm Flange thickness = 150 mm Overall depth = 750 mm Rib width = 300 mm The beam is provided with 6 No. 32 mm diameter HYSD bars of grade Fe 500. Concrete used is of grade M 25 : Find the moment of resistance of the beam using limit state method. Also find the magnitude of two point loads at 3 m distance from the ends. [Assume effective cover = 70 mm]
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![3.(a)
A simply supported T-beam of span 9 m in reinforced concrete has
the following dimensions:
Flange width = 2000 mm
Flange thickness = 150 mm
Overall depth = 750 mm
Rib width = 300 mm
The beam is provided with 6 No. 32 mm diameter HYSD bars of
grade Fe 500.
Concrete used is of grade M 25:
Find the moment of resistance of the beam using limit state method.
Also find the magnitude of two point loads at 3 m distance from the
ends.
[Assume effective cover = 70 mm]](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F6d38a0b4-b6a2-4a43-ae89-4d97900836a2%2F2ff2d3c6-f6c5-4335-b17e-86151b82f8bd%2Fc1fmotq_processed.jpeg&w=3840&q=75)
Transcribed Image Text:3.(a)
A simply supported T-beam of span 9 m in reinforced concrete has
the following dimensions:
Flange width = 2000 mm
Flange thickness = 150 mm
Overall depth = 750 mm
Rib width = 300 mm
The beam is provided with 6 No. 32 mm diameter HYSD bars of
grade Fe 500.
Concrete used is of grade M 25:
Find the moment of resistance of the beam using limit state method.
Also find the magnitude of two point loads at 3 m distance from the
ends.
[Assume effective cover = 70 mm]
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