Maximum strain in concrete taken for design is 0.0040 while strain in deformed bar is calculated with an offset at 0.0015. A beam has an effective depth of 550 mm and is reinforced with Fe415 steel. What would be the value of limiting neutral axis depth (in mm) for this beam?
Maximum strain in concrete taken for design is 0.0040 while strain in deformed bar is calculated with an offset at 0.0015. A beam has an effective depth of 550 mm and is reinforced with Fe415 steel. What would be the value of limiting neutral axis depth (in mm) for this beam?
Chapter2: Loads On Structures
Section: Chapter Questions
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
Transcribed Image Text:Maximum strain in concrete taken for design is 0.0040 while strain in deformed bar is
calculated with an offset at 0.0015. A beam has an effective depth of 550 mm and is
reinforced with Fe415 steel. What would be the value of limiting neutral axis depth (in mm) for
this beam?
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