MAT/RAFT Foundation Design In SAFE | SAFE Tutorial For MAT Foundation Design | MAT Footing Design

[@Aditya20_00]

We support u 🔥🔥🔥🔥 Keep teaching e taabs

[@FernG123X]

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?

[@ajazmemon455]

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

[@kibruendale2604]

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

[@starttobestar5535]

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 )) ?

[@a.rajesh2898]

Thanks a lot. Very nice explanation

[@Mr.Engineer0099]

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

[@tanzinaislam1037]

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

[@sibattammallik8063]

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

[@呆鸟]

Good job! bro!

[@KingHonestJourney]

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

[@imransohail2137]

VERY VERY NICE EXPLANATION

[@engineerpacham4602]

This is well explained.. thanks for the video

[@AmeerHamza-rs1do]

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

[@mohammedqasim2905]

I APPRECIATE THIS TUTORIAL , THANK YOU

[@AsarullahGbar]

Thank u so much beautiful explanation

[@BayakGLuok]

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

[@hirenbumtariya3886]

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.

[@sibattammallik8063]

Excellent. Pls show mat with foundation beam

[@lordetoygallenero2314]

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]

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]

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

[@CivilEngineeringGlobe]

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

[@lordetoygallenero2314]

@@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?

[@essa190]

Very well explained

[@shashidharr1170]

Can you make a video on strap footing

[@lanhnguyen3463]

A very good video!!!

[@frsaj7396]

thanks. in mat foundation which bar lay in lower side

[@shaheershafat4599]

Very helpful. Thanks 😊

[@waqarali1948]

NOICE PHOUNDATION DESIGN VRO

[@AnkitJain-wq5yf]

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

[@wasimabbas7309]

i am proud of you

[@ramaiana60]

Thank you so much!

[@NiNi-nr5oq]

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

[@er.koushikdas2150]

Sir please make a video for combined foundation

[@siddhantsinghal2652]

best explanation, thanks a lot

[@rajeshsaha11r]

Please continue

[@boopathiy.boopathi1186]

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.

[@sibattammallik8063]

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

[@irfanhossain4398]

Thank you for this video.

[@Aditya20_00]

👍👍👍👍 excellent

[@MeditationMusic-nf2xo]

dont we need to provide rebar for the strip beams ?

[@shaikkhajapasha]

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

[@rupeshtimsina5672]

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

[@mohamadzakaria99]

nice video

[@engineer.nandani]

thanku sir

[@jumpasarkar6276]

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

[@abhisheksen325]

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

[@ATVLOGS74]

Nicee

[@civilideas1925]

👍🏻👍🏻

[@nishantjain3022]

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

[@Allinone-hf5uu]

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

[@bassamabdulrahman2818]

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

[@kezangtobgay8613]

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

[@syedhaider4061]

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

[@sanjayjathade3220]

Pls send link for design shearwall footings

[@abdulazizmahmoud3793]

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

[@eshemagnaw]

what about the moments on each columns?

[@structurbay]

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

[@katilnikki7104]

What is we are restricted with the area of property?

[@CivilEngineeringGlobe]

you can either increase depth or provide strap beam

[@katilnikki7104]

@@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]

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

[@santoshacharyanepal9353]

@civil Engineering Globe please send installation file of Safe.

[@jewelkhan847]

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

[@sunjaymishra9654]

Sir can u share the excel sheet

[@lorencelaguit639]

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

[@BrahmjeetSingh-k8m]

can any body assist to get design job

[@kato_emmanuel]

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

[@kato_emmanuel]

My mail id is [e-mail]

[@aktharkhan1159]

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

[@imransohail2137]

SIR MAKE TUTORIAL IN HINDI

[@amritanshumaiden]

Emailid

[@reneaccoramirez5714]

you must define soil subgrade propertie in safe 21.0.0... delete this video!!!

[@ahsanhabib8171]

dislike ???

[@abojabl1325]

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

[@CivilEngineeringGlobe]

you can contact me via my facebook