Question 5 10 pts (5) A rectangular section has a total depth of 30.0 in, and...

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Answer 1

Answer #1

6. According to table 24.2.2 in ACI 318-19 the immediate maximum calculated deflection due to live loads of floors not

supporting to non strutuctural elements is span/360

5.

From the bending theoryeo I g R. I y M= cracking moment for Reeten of:. Modulus of rupture yo depth upto Neutral asus pe D i

Answer 2

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