Validate Your Concrete Column Design | ACI 318-14 Basic Rules

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Quick Question Engineering

Quick Question Engineering

Күн бұрын

Пікірлер: 9
@lilp7632
@lilp7632 4 ай бұрын
Thank you, sir
@QuickQuestionEngineering
@QuickQuestionEngineering 4 ай бұрын
You’re welcome!
@akashray6447
@akashray6447 Жыл бұрын
" Keep Longitudinal reinforcement around 4%" -- Very true: In fact Indian Standard Code for Reinforced Concrete Design i.e. IS 456 encourages to give longitudinal reinforcement (both compressive and tensile combined) below 4% of gross area.
@QuickQuestionEngineering
@QuickQuestionEngineering Жыл бұрын
Thanks Akash! I think the US code should follow suit and lower the limit from 8% to 4%. The 8% limit is old and comes from when butt splices were a common practice in the US-this way even when you had columns with more than 4%, the bars were not too crowded because the splices would not have overlapping bars (they were butt welded).
@renaaziz6134
@renaaziz6134 10 ай бұрын
Thank you
@QuickQuestionEngineering
@QuickQuestionEngineering 10 ай бұрын
You’re welcome!
@sothattheng8624
@sothattheng8624 7 ай бұрын
Thanks for your sharing! I can't access or download your PDF file?
@QuickQuestionEngineering
@QuickQuestionEngineering 7 ай бұрын
You’re welcome! Try clicking on this link: bit.ly/3nZfI0K
@abod--lr6kx
@abod--lr6kx 7 ай бұрын
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