Q1] A simply supported rectangular beam of 5m span carries characteristic pearmeant action(Excluding self weight of beam) of 10KN/m and variable action of 6KN/m respectively. The beam dimensions are breadth=250mm, effective depth=400mm. Assuming the following material strengths, Design the reinforcement. Fck=35N/mm², Fyk=500N/mm².
Q1] A simply supported rectangular beam of 5m span carries characteristic pearmeant action(Excluding self weight of beam) of 10KN/m and variable action of 6KN/m respectively. The beam dimensions are breadth=250mm, effective depth=400mm. Assuming the following material strengths, Design the reinforcement. Fck=35N/mm², Fyk=500N/mm².
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Q1] A simply supported rectangular beam of 5m span carries characteristic pearmeant
action(Excluding self weight of beam) of 10KN/m and variable action of 6KN/m respectively.
The beam dimensions are breadth=250mm, effective depth=400mm. Assuming the following
material strengths, Design the reinforcement . Fck=35N/mm², Fyk=500N/mm?.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F276c3a63-10bc-40d5-9ea8-62a3de062c43%2Fd3cac564-65d8-4229-bd26-955786ecabae%2Fnlqa4kc_processed.png&w=3840&q=75)
Transcribed Image Text:Q1] A simply supported rectangular beam of 5m span carries characteristic pearmeant
action(Excluding self weight of beam) of 10KN/m and variable action of 6KN/m respectively.
The beam dimensions are breadth=250mm, effective depth=400mm. Assuming the following
material strengths, Design the reinforcement . Fck=35N/mm², Fyk=500N/mm?.
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