Question: 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

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 ^?_?

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

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

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