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When transforming reinforcement, the true area of the reinforcement is used and does not take development into account. The above input will also be ignored for deflections if the However, when the cross-section is cracked . When the section is cracked the cracking procedure used for deflections requires the transformation of all reinforcement in the section. Therefore, cracking at a given location will enable transformed section properties to its fullesttherefore at those member locations that are cracked, Option 2 will be used regardless of the user input.

Hand Calculation

View file
nameTransformed Section Properties.pdf

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