Compare the Cracking moment based on the gross section properties and the transformed section properties with four No. 11 (No. 36) bars in Figure P4.La base on a concrete tensile capacity of 7.5?f ^? _?

Compare the cracking moment based on the gross section Properties and the transformed section properties with two No. 10 (NO. 32) bars in Figure P4.1b based on a concrete tensile Capacity of 7.5?f ^? _?

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2-½" typ -36" (a) = 4000 psi 24" --12" 36" (b) = 5000 psi 2-½" typ -36" (a) = 4000 psi 24" --12" 36" (b) = 5000 psi

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Consider the diagram of the given beam as follows a Calculate the modulus of ruptur... View the full answer