Cantilever Retaining Wall FULL Design Example

Cantilever Retaining Wall FULL Design Example | Part 1| Learn Engineering

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Kestävä

Күн бұрын

Пікірлер: 36

@Kestava_Engineering Жыл бұрын

its been an amazing 2022 team! Let me know what's been your favorite video down below!

@garybrown2039 Жыл бұрын

Hey man love your videos and thank you for making them. They really help me review when I am not working on the weekends but want to improve my knowledge. If you don't mind me asking is there a specific book you recommend for civil Fe engineers to study.

@muntahaabuhijleh329 Жыл бұрын

First, I would like to thank you for your great efforts, however I would like to see more critical cases like higher walls more than 30 feet. Many thanks again 🙌🙌🙌🙌🙌🙌🙌🙌

@Shehryk9 5 ай бұрын

My fav Structural Content Creator. Thanks!

@Kestava_Engineering 5 ай бұрын

thank you so much!

@hilmyzulfikar9243 Жыл бұрын

Hi, i would like to ask if seismic loads should be considered only for stability or also structural design? thank you

@himanshunegi3365 Жыл бұрын

Could you plz make videos over software design like Enercalc, shear wall excel and Staad.

@basilismail1179 Жыл бұрын

Hey Racz, Loved the video! Could you make a complete design tutorial for the flat slab as well?

@Kestava_Engineering Жыл бұрын

After the retaining wall design is complete Im moving on to one way slab design and concrete beam design !

@kellytang5329 6 ай бұрын

why no passive earth pressure in resisting moment?

@goudhaantje3569 8 ай бұрын

Do you know any video with solutions when a 20 feet retaining wall is leaning (~5 degrees) ?

@lamtnguyen7083 Жыл бұрын

Hi, why didn't you use W_L and W_soil in calculating the resisting moment?

@stephenblasco8557 Жыл бұрын

Hey Kestava, any recommendations how to design a cantilevered retaining wall that retains water?

@Kestava_Engineering Жыл бұрын

youll need to design for the additional hydrostatic pressure and you should look into additional ACI requirements for concrete structures in continuous contact with water. the concrete mix and detailing changes I believe off the top of my head.

@Eric-qm5xw Ай бұрын

Jeez you did that quick ..I’m about to build a 7m retaining wall ..cantilever or counterfort ..

@khurramali1975 Жыл бұрын

Please do video on tie back retaining wall

@tmashadi Жыл бұрын

Hello. Thanks for great video. Unrelated question for you about vertical cold joints. If I pour concrete retaining wall one section at a time leaving rebar sticking out to tie into the next section and keying the new wall into the old one, is it likely to leak and stop me from installing wall covering on top of the cold joint successfully? Is there a method to do this successfully? I appreciate any advice.

@Kestava_Engineering Жыл бұрын

you'll definitely need to do extra detailing at the cold joists to ensure a water tight structure. there are products that can be cast into the joint and many other products that are for this exact situation.

@MartinAshmead 10 ай бұрын

Active soil depth should be measured down to the lowest level of the passive

@MartinAshmead 10 ай бұрын

Key depth.

@YonasBerhane-b5o Жыл бұрын

At 3:46 why is equivalent fluid pressure 30psf?

@rezaahmadpour5402 9 ай бұрын

I think he should calculate the surcharge by multiplying 2' by 110 not 30!

@jackyeh7512 Жыл бұрын

You might want to check if additional seismic load from the retained soil needs to be considered since the wall is quite high, at least in California.

@Kestava_Engineering Жыл бұрын

yes very good point! I often have seismic load to account for up here in OR as well!

@justv4487 Жыл бұрын

Can you explain, please, why you didn't take into account passive and active coefficients in the calculation of active and passive soil pressure? Cause in NBCC I see the formulas for finding this coefficient. Thank you, for your time and work)

@Kestava_Engineering Жыл бұрын

Hi Just V - we were given the "equivalent fluid pressure" for our design this pressure already accounts for the active and passive coefficients. in the professional field it is common that the geotechnical engineer will provide these pressures in their geotechnical report so the structural engineer doesn't have to go through the process of calculating them.

@justv4487 Жыл бұрын

@@Kestava_Engineering Thank you for your reply! I asked this, cause in my practice, we really rarely have a geotechnical report. We design residential buildings and must calculate coefficients.