Example Calculate the moment of resistance of a R.C. beam of rectangular section 250 mm wide and 500 mm deep, if it is reinforced with 6 number of 20 mm bars on tension side and 2 number of 20 mm bars on compression side. Assume steel of grade Fe 250 and concrete of grade M20. Effective cover provided is 40 mm on both sides.

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Example Calculate the moment of resistance of a R.C. beam of rectangular section 250 mm
wide and 500 mm deep, if it is reinforced with 6 number of 20 mm bars on tension side and
2 number of 20 mm bars on compression side. Assume steel of grade Fe 250 and concrete of grade
M20. Effective cover provided is 40 mm on both sides.
Transcribed Image Text:Example Calculate the moment of resistance of a R.C. beam of rectangular section 250 mm wide and 500 mm deep, if it is reinforced with 6 number of 20 mm bars on tension side and 2 number of 20 mm bars on compression side. Assume steel of grade Fe 250 and concrete of grade M20. Effective cover provided is 40 mm on both sides.
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