Great video but there is always a case where the periphery walls on the property line are eccentrically loaded. What is done for a safe design in that particular case?
Therefore, to get the area or dimensions of a footing, we equate it to (column load including its own weight + soil weight above the footing + weight of footing) / allowable soil bearing capacity?
Yep. The video was great. I am studying to take the PE Civil Structural exam in January. This was a great explanation. THanks again!
Great vid! 👍thanks for uploading during the festive season just shows your dedication to your followers 😀 happy new year SE Calcs! 🎉
Your channel best channel in just less time barekallah mashallah
Hope you had a great Xmas guys... And happy new year for later. Here's to hopefully a better 2022!!!
Another great video! Thank you
Thanks for this great video. You're a legend
Thanks for this information; can you please tell us what kind of software you're using to make these amazing videos?
What do you do if the load acts outside the middle third of the foundation width?
When calculating the BP, why do you divide the total load by 1m and 0.6m？ then shouldnt the BP has a unit of kN/m^3？
Great video but there is always a case where the periphery walls on the property line are eccentrically loaded. What is done for a safe design in that particular case?
In that case, you'll need to change the size of the foundation.
Therefore, to get the area or dimensions of a footing, we equate it to (column load including its own weight + soil weight above the footing + weight of footing) / allowable soil bearing capacity?
Wrong calcs in units unfortunately, although great video. Also not factored for simple check.
Great vid. If u write m3 then it makes sense to write square meter as m2
Thnkss! Great vid
❤️
Hi, I like the way how you made your animation. May I have your email if possible?,, thanks.