The EASY Way To Design Unreinforced Concrete Foundation.
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- Опубліковано 11 вер 2024
- If you like the video why don't you buy us a coffee www.buymeacoff...
In this video, we will explain how to design unreinforced concrete foundations.
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Thanks 4 the upload ❤
Interesting video. I've always used the 45 degree load spread rule but it's good to see how designs can be made to be less conservative.
I love your videos, I always look forward for a new one. Thank you very much.
Fantastic video... easy and straightforward! I agree with Mark you should definitely have a buy me a coffee button you more than deserve it Secalcs! :)
Just responde to you Emma, but I did so accidentally in my own comment 😫😫
Just unpacked a lot of rules of thumb with this one. Thank you!!
Can I ask for possible vids..?
(1) Say a gable wall that would need a either a windpost or a buttress wall support... And the design criteria as a comparison between adding a wall or a wp.? (for cost comparison if you needed).
(2) some foundations get poured as a 2 stage pour. Trench... Then the top 500mm as RC. The philosophy of approach. (I think to be honest... You could set up another channel as just design philosophy and approaches...?)
(3) have you ever used manholes filled with mass as a way of designing simply supported RC beam? We have at our place... But drawing them is one thing... A design guide would be very useful.
(4) some underpinning of Both an existing property... And maybe an exercise of underpinning an existing retraining wall...?
Finally... I think (and more importantly). You should incorporate a "buy me a coffee" button on your website. I'm not even joking.
It takes SOOOO many videos to get them monetized. At least that way.. They can be drinking coffee forever :p
Videos like these, put universities on Notice. And rightly so. To justify the university costs these days, based on how I studied, I just couldn't honestly reccomend it to people. This content however gets into the bones of engineering. I came out of uni and when I was asked to design a beam, I could only go by the notes I had. If you have poor notes... You get poor design.
When designers aren't toooo busy. You will get instructions as to, what to consider and where in the code you'll find it and what it's telling you. Im still Waiting for those discussions. Ha.
Channels like these give me hope. The only problem, is that, as important Structural engineering is, if you compare this video... To a cat falling off a ledge, the cat video will generate money.... This won't.
I know full well, under the code of practice, they are not doing this for the money. I think as a request for the button is a reasonable one... And maybe a patreon page. I'd 100% subscribe and pay. I've bought courses before. This as a try before you buy is perfectly setting up a core base of patreons.
More incentive to keep going. Because this will help those going for chartership.
Thank you Mark for all your support. I will try my very best to cover all what you asked for just please bear with me. Your comments are really important to me and keep me going. Thanks for the coffee LOL.
Great explanation!
Best and easy to understan , please upload more video. can you make post tension slab design?
I realised I was rude not to compliment your amazingly well presented video. Keep up the good work! :)
Thank you for your kind words and apology. We appreciate your support and are happy to hear that you enjoyed the video. We strive to present information in a clear and concise manner, and it's great to know that it was helpful to you. Thank you for watching and we hope to see you in future videos.
Well done man be continue
For the Average Partial factors for permanent and variable load (γ = 1.45).
1) What is the source of this factor?
- I don't find it in Eurocodes, is it something worked out like this (1.35+1.5)/2 = 1.425 ?
2) In what cases do we use this factor?
- I will say only when the applied load is a ULS load, hence if the applied load is SLS this factor is γ = 1?
Thanks for the videos, they have been useful to me many times.
Alex
You should make more videos!
Thank you for the suggestion! We appreciate the support and will definitely consider making more videos in the future. We always welcome feedback and suggestions from our viewers, so please don't hesitate to let us know if there are any specific topics you'd like to see covered in future videos. Thank you again for watching and for your support!
Hey, thanks for video,
Quick question if we have (30kN/m / 100kN/sqm = 300mm) same as walls W,
It's ok? or should be some min for foundation W (walls W + 150mm = 450mm) for example?
And this calculation also works for deep strip (trench)?
Thanks
Can a raft foundation be unreinforced?
i = MY divided by sigma