How does the assumption of ''plane sections remain plane" simplify the calculation of the maximum possible depth of the neutral axis,x? By making an appropriate drawing, calculate the maximum possible value of x for a reinforced concrete section which has concrete class <= C50/60 and steel S500. Explain why EC2 apply this limitation (i.e., x<=0.45d).
How does the assumption of ''plane sections remain plane" simplify the calculation of the maximum possible depth of the neutral axis,x? By making an appropriate drawing, calculate the maximum possible value of x for a reinforced concrete section which has concrete class <= C50/60 and steel S500. Explain why EC2 apply this limitation (i.e., x<=0.45d).
Fundamentals Of Construction Estimating
4th Edition
ISBN:9781337399395
Author:Pratt, David J.
Publisher:Pratt, David J.
Chapter5: Measuring Concrete Work
Section: Chapter Questions
Problem 6RQ
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How does the assumption of ''plane sections remain plane" simplify the calculation of the maximum possible depth of the neutral axis,x? By making an appropriate drawing, calculate the maximum possible value of x for a reinforced concrete section which has concrete class <= C50/60 and steel S500. Explain why EC2 apply this limitation (i.e., x<=0.45d).
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