We support u 🔥🔥🔥🔥 Keep teaching e taabs

Thank u so much beautiful explanation

I APPRECIATE THIS TUTORIAL , THANK YOU

This is well explained.. thanks for the video

thanks dear, you helped the beginners more keep it up.

Thank you for this video.

great effort indeed.. very good way of explaining everything.❤️

Very helpful. Thanks 😊

best explanation, thanks a lot

Thank you sir , we always supporting you

VERY VERY NICE EXPLANATION

Thank you so much!

Very well explained

i am proud of you

NOICE PHOUNDATION DESIGN VRO

Thanks a lot for sharing such valuable knowledge about design of raft foundation but what about shear check and minimum flexural reinforcement

Excellent, thanks Kartickji. Pls elaborate in a video about the technicality and application of property modifier

A very good video!!!

Very helpful video... 🙏 I'm designing a raft slab with upstanding beams these days. Can you tell me if I can follow the same procedure with adding beams as we do in etabs?

👍👍👍👍 excellent

Sir, Please make a video for flat plate slab with hidden beam, how to consider the hidden beam width and reinforcement ratio, thank u

thanku sir

Bhai, SAFE mye Pile Cap aur Piles ka Foundation aur uska rebar ka detailling bhi bolna na ! Aap tho bohaut bhadiya explain karrahye hye !

Please continue

👍🏻👍🏻

Thank for the video .Can you please design slab on SAFE 2016

Very good video. Thankyou. How to provide reinforcement like a tow way slab to make it economic?

thank you very much i have question you ((the reinforcmebt of the slab consist of teo layer and each layer it has two direction (( i didn't under stand if the A and B refere to the direction of the reinforecement in the same layer or A for top and B for bottom )) ?

Excellent. Pls show mat with foundation beam

nice video

sir how to find reinforcements of mat footing manually for particular area ... plz sir i have been in trouble for many days ...sir it will be very helpfull if you can make video for same. pls sir

Shown the explanation. But a practical example where all types of load including moments come into foundation raft design appears is expected

Thanks for your sharing. It's very helpful for me.

thanks. in mat foundation which bar lay in lower side

I'd appreciate some advice, please. What would happen if the column received only sidethrust (wind)? how to implement it on the raft foundation column and obtain design results.

Nicee

Sir please make a video for combined foundation

Sir, in subgrade modulus why we assign in fos in model..150x3/0.005 ,, need to multiple with 3 or not. I have confusion..can you explain it sir.

Hi, Good day! I'm designing mat foundations, and I'm getting 48.96mm settlement due to DL + LL + EQ (linear add - service normal). The allowable settlement for mat foundation is 50mm. It is only almost 1mm difference. Should I add piles on my mat foundation or should I change combination type and design selection on load combination data. Thank you in advance. God bless.

@CivilEngineeringGlobe

3 жыл бұрын

It is only 1 mm difference so it is ok for settlement but better to check other criteria like punching shear, soil pressure etc..

@lordetoygallenero2314

3 жыл бұрын

@@CivilEngineeringGlobe I checked the other also. What I mean is it almost equal or exceed the allowable.

@CivilEngineeringGlobe

3 жыл бұрын

@@lordetoygallenero2314 settlement should be less than or equal to 50 mm

@lordetoygallenero2314

3 жыл бұрын

@@CivilEngineeringGlobe Ok. By the way, some tutorials did not recommend deformation/settlement check at SAFE. Because it is not based on consolidation. It can be ignore or it should be check at SAFE?

how can I do provided reinforcement more than the required as in some cases it refers as under not over.

dont we need to provide rebar for the strip beams ?

Can you make a video on strap footing

Why was the Parking Live Load assigned in the Mat? Can you tell?

Where from does this factor of safety comes? K=sbc/settlement

After design how to prepare structural drawing sheet in AutoCAD please make a video

Could u share the excel sheet format for the design of slab and footing please?

Why does the design strip draw outside the footing mat ?is it suitable for the design... Or we can reduce the design strips .

Strip depth means what ?? .....450 mm .....upto plinth level ??

How to design raft with beam? Please make tutorial,,

What if we are having retaining walls on raft how to include that in design

Pls send link for design shearwall footings

Hello, I need to get a link for the program *safe)

Sir can u share the excel sheet

@civil Engineering Globe please send installation file of Safe.

I have run detail but my rebar detail is not shown in rebar plan anyone could help?

I will be more grateful if you provide me with the excel sheet, thank you

@kato_emmanuel

3 жыл бұрын

My mail id is katoemmanuel13@gmail.com

Why design mat/ raft on pile cap? We check everything which need for pile cap. Then why required mat/ raft foundation on it??

can any body assist to get design job

How to check one way shear ,it's not shown.

what about the moments on each columns?

@structurbay

11 ай бұрын

there will trapizidel shape of stress. so you can solve it also on safe. but the method is little bit change

SIR MAKE TUTORIAL IN HINDI

What is we are restricted with the area of property?

@CivilEngineeringGlobe

3 жыл бұрын

you can either increase depth or provide strap beam

@katilnikki7104

3 жыл бұрын

@@CivilEngineeringGlobehow increase in depth can helpful ..... If I want a minimum area of footing to resist uplift pressure of soil, how can you say that the depth of footing will helps to resist this. Depth is helpful for shear strength. Correct me if I am wrong.

@kshitizgautam5412

3 жыл бұрын

@@katilnikki7104 increase in depth is the ultimate option left in design ..depth is related to all kind of strength not only shear strength

Emailid

dislike ???

Do you have email so I can contact you ? I need your help

@CivilEngineeringGlobe

2 жыл бұрын

you can contact me via my facebook