How to change Adobe Language
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One way slab Design | Part 2
20:45
3 жыл бұрын
One way slab Design | Part 1
13:54
3 жыл бұрын
Bold Italic Text in WhatsApp
1:15
3 жыл бұрын
Пікірлер
@NoahMazza-Bell
@NoahMazza-Bell Күн бұрын
Thank you so much, very insightful!
@suraj_2123
@suraj_2123 2 күн бұрын
clicked on a correct video
@abdulaowal6918
@abdulaowal6918 2 күн бұрын
Sir can i reinforcement pile design A to Z
@Purrringcat
@Purrringcat 4 күн бұрын
Fixed it
@anwarzahid3919
@anwarzahid3919 5 күн бұрын
❤❤❤
@alishapradhan9602
@alishapradhan9602 7 күн бұрын
2:58 could you please clarify the load data to be assigned ? Is the axial load you entered the total axial load of the structure from etabs result? Also, is that the result of DL+LL combination?
@anwarzahid3919
@anwarzahid3919 8 күн бұрын
Sir , I need your lecture in PDF form, what is the procedure?❤❤❤
@meharaliu8984
@meharaliu8984 10 күн бұрын
In saudi arabia, what should I give in model information
@civilmdc
@civilmdc 10 күн бұрын
@@meharaliu8984 it is optional ..... You can enter any details of your project
@juriesk
@juriesk 11 күн бұрын
Did it checking for punching base on location type (corner, edge and internal pile)? Sometime if we did not assign the location of pile program assign incorrect position
@saaithasandeswaran3948
@saaithasandeswaran3948 11 күн бұрын
Thank you
@kitchenpatner2200
@kitchenpatner2200 12 күн бұрын
Thank you
@SokaBalogh
@SokaBalogh 12 күн бұрын
you are the best, thank you,
@tolist-k1w
@tolist-k1w 12 күн бұрын
hello, if i have a concrete bracing system without sher walls, i should assign pier labels for columns?
@tolist-k1w
@tolist-k1w 12 күн бұрын
for columns and for beams?
@anwarzahid3919
@anwarzahid3919 13 күн бұрын
❤❤❤
@anwarzahid3919
@anwarzahid3919 15 күн бұрын
Amazing .. thanks Sir ❤❤❤
@Tegano369
@Tegano369 15 күн бұрын
Still working, thanks man
@civilmdc
@civilmdc 15 күн бұрын
Welcome
@skrasel962
@skrasel962 16 күн бұрын
Share the book please
@AlekhaN-vb5em
@AlekhaN-vb5em 20 күн бұрын
Thanks
@beatriznascimento1050
@beatriznascimento1050 20 күн бұрын
worked :)
@hollyhatcher7583
@hollyhatcher7583 24 күн бұрын
THANK YOU
@Nasirali-tx6zj
@Nasirali-tx6zj 25 күн бұрын
thannnnnnnnnnnk so much
@helpingmaster9231
@helpingmaster9231 25 күн бұрын
Thank you Is working
@mohamedshafeektp412
@mohamedshafeektp412 Ай бұрын
Thanks
@user-kz2jt2jb8i
@user-kz2jt2jb8i Ай бұрын
How can I know I need to press pull or I need to start from here
@georgebara410
@georgebara410 Ай бұрын
nice
@ramanjaneyulubokka4344
@ramanjaneyulubokka4344 Ай бұрын
How do I change coular when I keep cursor on drawing to blue coular
@florin9868
@florin9868 Ай бұрын
thanks alot. cheers
@kanithisanthi8333
@kanithisanthi8333 Ай бұрын
KINDLY EXPALIN HOW TO CHECK THE SHEAR STRENGTH OF THE RAFT
@foohong3235
@foohong3235 Ай бұрын
why the column assigned as stiff member?
@civilmdc
@civilmdc Ай бұрын
@@foohong3235 Simply... To get punching shear...
@Leviathan_03
@Leviathan_03 Ай бұрын
Can I get the pdf copy of that sir?
@tolist-k1w
@tolist-k1w Ай бұрын
hello, how to define in Etabs that the bracing of my building is provided by concrete frames when we don't have reinforced concrete bracing wall
@civilmdc
@civilmdc Ай бұрын
Provide diagonal members.... It will consider the behaviour as braced frame
@tolist-k1w
@tolist-k1w Ай бұрын
@@civilmdc i have a concrete building, should i release moments at the start and end of columns or beams ?
@tolist-k1w
@tolist-k1w Ай бұрын
i dont want put diagonal members, the bracing is provided by free-standing reinforced concrete portal frames
@civilmdc
@civilmdc Ай бұрын
@@tolist-k1w No.... For diagonal bracing with hydraulic dampers.... Moment release will be considered
@tolist-k1w
@tolist-k1w Ай бұрын
@@civilmdc is there any video to check hoe can i make it?
@codewithabubakar-CWA
@codewithabubakar-CWA Ай бұрын
thanks a lot
@hassansabir164
@hassansabir164 Ай бұрын
worked thanks
@abhiwas
@abhiwas Ай бұрын
its work office 2021?
@civilmdc
@civilmdc Ай бұрын
Yes
@user-dd3ll8ms3c
@user-dd3ll8ms3c Ай бұрын
whts this object name
@NaqqashDilshad
@NaqqashDilshad Ай бұрын
good job bro
@falconions3945
@falconions3945 Ай бұрын
Thanks bro i was looking how to fix this for a while now ..thank you it worked
@prasannavengadesh7905
@prasannavengadesh7905 Ай бұрын
Sir how to get token
@civilmdc
@civilmdc Ай бұрын
Link is given in the description of the video
@yosefali7729
@yosefali7729 Ай бұрын
very helpful and to the point without talking too much, you are the best keep going
@quarkquark7882
@quarkquark7882 Ай бұрын
Like banana...banana...pisang...horreee
@quarkquark7882
@quarkquark7882 Ай бұрын
Persis kaya pisang kalau dilihat tarik ke bawah..ngelengkung...pisangku enak loh panjang .....enak dimakan maksudnya...heeehhhh
@quarkquark7882
@quarkquark7882 Ай бұрын
Center of rigidity like center of balancing zarah when earthquake force some building..bergeser terhadap pusat massanya...
@MusabAlshehhi-of3jh
@MusabAlshehhi-of3jh 2 ай бұрын
Thank you very much !!! Great Explanation, absolutely love it ♥
@civilmdc
@civilmdc 2 ай бұрын
Thanks
@yaqubtasal
@yaqubtasal 2 ай бұрын
THANKES DEAR BROTHER YOUR LEESON WAS VERY ESSENTIAL FOR US
@civilmdc
@civilmdc 2 ай бұрын
Welcome 🤗
@abdulazizshaikh4195
@abdulazizshaikh4195 2 ай бұрын
Thank you, This will really help me to verify the results obtained from manual calculation.
@ahmetyas3402
@ahmetyas3402 2 ай бұрын
it says key blocked
@civilmdc
@civilmdc 2 ай бұрын
Please contact your supplier.. your key is blocked
@shareqinamdar8903
@shareqinamdar8903 2 ай бұрын
Very informative video
@SamuelOdutayo-pl5rm
@SamuelOdutayo-pl5rm 2 ай бұрын
Love it , very explanatery
@civilmdc
@civilmdc 2 ай бұрын
Thanks 👍
@dhairyatiwari7475
@dhairyatiwari7475 2 ай бұрын
What is token number
@civilmdc
@civilmdc 2 ай бұрын
Get confirmation id here anytech.sellix.io/
@ajiboyemubarak5002
@ajiboyemubarak5002 2 ай бұрын
Thank you very much sir. How do i know if the reinforcement assigned is much or less. How can i get the result As req = As prov
@civilmdc
@civilmdc 2 ай бұрын
Then provide minimum reinforcement