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Engineering · Civil Engineering
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Compare the cracking moment based on the gross section properties and the transformed section properties with four No. 9 (No. 29) bars in Figure P4.1c based on a concrete tensile capacity of 7.5 yf 36 h-12 2-12 24 36 ให้ 8 (a) 4000 ps (D) E -5000 psiE-6000 ps -3000 psi

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