7 ай бұрын
Пікірлер
@ZainKhan-cy4sp 2 күн бұрын
very helpful vedio,sir which code do you follow ACI?
@build_wise 2 күн бұрын
Yes, Its obvious from the procedure.
@MuhammadImran-hx7eb 8 күн бұрын
👌👌👌👌👌👌👌👌👌👌👌
@HawraJuma-h5l 10 күн бұрын
It is possible to get the notes
@build_wise 10 күн бұрын
I think you can take screenshots to make notes. Such lectures are not available in any notes.
@wolfchrt 13 күн бұрын
Thank you
@hafizmuhammadqadeernazir2345 18 күн бұрын
sit e stamp par oth ki stamp bank sa lagi gi kia
@build_wise 18 күн бұрын
No Yeh کچہری sy lgwani pry gee
@gaiusgilbert8225 20 күн бұрын
The only video on KZbin that explain correctly Newmark chart methode! Thank you
@build_wise 20 күн бұрын
Thank you for the appreciation... 💕
@malikkamran8265 22 күн бұрын
Ok haji sb
@AbidAbid-wy1ko 27 күн бұрын
Sir agar naam hoga to badnaam to Hona hi paray ga isliye naam Hona hi Nahin chahie😊
@jperez637 Ай бұрын
Hello! I need to know where I can find the problem you have on the cover of the video. Resolved.
@build_wise Ай бұрын
homework.study.com/explanation/use-the-method-of-sections-to-determine-the-forces-in-members-cd-and-fg-of-the-k-truss-shown-in-figure-hint-use-section-a-a.html
@build_wise Ай бұрын
This is not my website.
@anthonyparedes9757 Ай бұрын
at time 12:31 you sat Cu is 80 but it is actually 60 in the given problem. Just thought to let you know. Good video!
@anthonyparedes9757 Ай бұрын
nevermind lol you fixed it 🤣
@build_wise Ай бұрын
May be a typo error
@bassamakbar Ай бұрын
❤❤
@NoumanKhan-zl1pp Ай бұрын
Tremendous lecture
@build_wise Ай бұрын
💜❤️
@haiderabbas-hf8op Ай бұрын
juu
@HAFSAHANIF-i5k Ай бұрын
such an amazing lecture and content
@build_wise Ай бұрын
thank you for your appreciation...
@nisarabbas6591 Ай бұрын
Nice, how clay angle is 36. Could you please give me the reference of 36. I think clay has a maximum 5.
@build_wise Ай бұрын
Yes you're right. This is just a demo lecture to show the procedure. The data of the question is randomly picked up from notes.
@suaibamasroor6232 2 ай бұрын
What is your reference document for this explanation?
@suaibamasroor6232 2 ай бұрын
Astmb2487?
@build_wise 2 ай бұрын
@@suaibamasroor6232 Follow the book titles as *Principles of Geotechnical Engineering* by Braja M Das.
@build_wise 2 ай бұрын
@@suaibamasroor6232 you will find complete reference there.
@Kid_Station 2 ай бұрын
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@Kid_Station 2 ай бұрын
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@ikramatariq9038 2 ай бұрын
Exercise office ja k gaari inspect bhi krwani hoti hai is transfer process mei? Or agr krwani hoti hai to wahan kon kon se documents le k janay hotay hain?
@build_wise 2 ай бұрын
Yes inspection zruri hy Seller or buyer ki biometric k print or original file ly jaen if possible. Otherwise gaari ki copy ya card b kafi hota. File sath ly jaen to acha hy bcz offices men bethy loog bila waja kaam delay krny k liye dramy krty hen
@iffigraphy5990 2 ай бұрын
👍
@safdarhussain3296 2 ай бұрын
massallah
@build_wise 2 ай бұрын
Thank you Bhatti sb 💕
@Kid_Station 2 ай бұрын
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@build_wise 2 ай бұрын
@@Kid_Station Thank You 💜❤️
@LukyPrasad 2 ай бұрын
Thank you.
@build_wise 2 ай бұрын
Welcome 🤗
@srr5641 2 ай бұрын
How did you count partial parts Do we need to assume it?
@build_wise 2 ай бұрын
Yes, you need to assume it. But the assumption must be accurate.
@LearnwithAGC8755 2 ай бұрын
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@LearnwithAGC8755 2 ай бұрын
Brother, I have an question on calculating stress distribution. There is a trapezoidal shape Embankment. On the Embankment there is a traffic surcharge load. Under the Embankment, there is 3 Compressible peat layers. Each are 2m. I want to calculate distribution of stresses in the peat layer. (depth varying 0 to 6m for a total width of 50m) all the Embankment dimensions are given. Saturated densities are given for Embankment soil and peat layer. Can you give some guidance to solve this? Please.. Thank you. 0m level is bottom of Embankment
@AdnanFaraday 2 ай бұрын
upload all videos soil mechanics
@build_wise 2 ай бұрын
Sure In sha Allah
@gamingbeast5012 2 ай бұрын
Make more videos on only on computer opertaions then you get more success
@build_wise 2 ай бұрын
@@gamingbeast5012 Sure Thank you for more suggestions.
@SouvikCivil 2 ай бұрын
thank u sir
@build_wise 2 ай бұрын
Welcome
@hammadhm1518 3 ай бұрын
Best Ever sir g ❤
@VeronicaRPegha 3 ай бұрын
for w3, the height is 80m. The angle is calculated considering the bigger triangle of height 90m and base 63m.
@build_wise 3 ай бұрын
@@VeronicaRPegha mention time please
@SouvikCivil 3 ай бұрын
It will be good if you can make a video where you show how to plot the footing plan on the graph and interprate the value
@build_wise 3 ай бұрын
Newmark method can't be done on graph if graph is already provided
@umernawaz6189 3 ай бұрын
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@AbdullahBhatti-k3x 3 ай бұрын
Sir aghr ham Kisi ko chlan nikal kr dy TU fir b ham nay apni hi self information dalni hai...... Ur house rent krna hai TU reason ki jaga pr .... For house rent ... Likhna hai
@build_wise 3 ай бұрын
Nai, Jisko koi b cheez rent py deni ho to uski information fill krty hen
@safdarhussain3296 3 ай бұрын
good work
@mazharhussain5351 3 ай бұрын
❤
@SftrweghfsfhjSftyrweuugetref 3 ай бұрын
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@SftrweghfsfhjSftyrweuugetref 3 ай бұрын
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@malikshakeel7138 4 ай бұрын
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@jawadhassan6760 4 ай бұрын
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@safdarhussain3296 4 ай бұрын
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@umernawaz6189 4 ай бұрын
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@ahsankamal9938 4 ай бұрын
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@tahirsajjad6750 4 ай бұрын
Bohat khub
@safdarhussain3296 4 ай бұрын
GOOD WORK
@build_wise 4 ай бұрын
Thank you Bhatti sb
@safdarhussain3296 4 ай бұрын
@@build_wise you welcome
@can3157 4 ай бұрын
Thanks. I liked it! Using Ansys for an Phd and you were pretty helpful
@build_wise 4 ай бұрын
Thanks for appreciation
@ahsankamal9938 4 ай бұрын
❤❤❤
@sahadmanva3874 4 ай бұрын
👍👍👍
@NAVEENKUMAR-ur2ss 4 ай бұрын
Hai, Its very good session. I would like to connect with you for future projects. Kindly share your details. Thanks
@build_wise 4 ай бұрын
+923083630732
@AliAkhtar-ts7js 4 ай бұрын
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@SIMULATIONANSYS 4 ай бұрын
Very Nice