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Reinforced Concrete Questions and Answers (Q&A)

I think ACI 318-14 Ch. 26 is more appropriate. Section 26.6.2.1(b) for all other locations.

1 Answer

ACI 318-14. Ch. 26. Sect. 26.6.4.1(b)

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Not sure why 4 bar is ok for 1.5'' in lieu of 3'' like the rest

1 Answer

Heu dude I cant see the plan.

would you please advice me.

Thanks

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