Design of Isolated Square Footing

Design of Isolated Square Footing | ACI 318

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Пікірлер: 12

@ca5492 11 ай бұрын

Great video, great step by step teaching

@Engineeringly 11 ай бұрын

Thank you very much for engaging with our content and the positive feedback!

@alirezakarimi7375 6 ай бұрын

great tutorial. thanks.

@Engineeringly 6 ай бұрын

Hi Ali, thanks for engaging with our content. Glad that you found it helpful.

@bassam.magdy1 4 ай бұрын

isn't the ultimate soil bearing capacity already identified in the soil report , so what we've calculated at 4:55 is the actual stress on soil which we should compare with the ultimate bearing capacity of soil?

@Engineeringly 3 ай бұрын

That’s a 100% right.

@lliddle7616 4 ай бұрын

Any chance you could possibly put in the specific clauses for what you're referencing in here? All your steps, could you put in the clauses for them, perhaps in the video description?

@Engineeringly 3 ай бұрын

Hey, yes of course. Your point is well noted and it will be incorporated in the video very soon. Thank you for the useful feedback!

@aejaz2795 4 ай бұрын

Where can i find the table for rho min for temp and shrinkage? Which clause?

@muhammedsalih1655 2 ай бұрын

Where we can fnd rho table? which code

@user-nh9bp1kq2s 5 ай бұрын

HEY THERE, I JUST WANT TO KNOW IF THESE MENTIONED PROCEDURE IS AS PER ACI318 THEN WHY ARE WE REFERRING UNITS IN MM AND KN

@Engineeringly 5 ай бұрын

Hey there, thank you for engaging with our content and bringing this very interesting question up. And you’re absolutely right about the units in ACI. The thing is that, for this example we have entirely followed the ACI 318 code and steps, the conversion of units is done and incorporated with care to not mislead anyone, as this will help some engineers applying the theory in practice in their designs. I hope it’s clear. Thank you once again for your valuable comment!