Thank you for your valuable time and video. Great work done by you!!! I have a question in shear wall load cases that you assigned on it, what is W and Q load in both x and y direction represent for? Is the W represent wind load and Q represent base shear? Please answer this as soon as possible. Thank you for your time.
Sir Good day! Can you please give us an example of design of shear wall analyzed in ETABS and to be EXPORTED and design in RCDC. So that we can produce the complete details of rebar, and reports etc... Thanks in Advance, and sharing us your files & knowledge more power to you Sir...
If we have two models with shear walls and slab but one model have continous meshing b/w shear wall and slab and the other have discontinous meshing does that make any difference in transferring of loads and sway? Does assigning autoedge constraints to all walls and floor overcome the problem caused by discontinous meshing?
Great work done by you thank you so much for that. I have a question In shear wall design output file "Design inadequacy message: Piers fails in flexure or P-M-M interaction !! " what that message tells me??? please answer this as soon as possible. thank you for your time.
P-M-M interaction diagram is a curve that shows the possible combination of moment and axial load that causes failure to a given cross-section. I said possible because with increase in the applied moment the axial load capacity of a section decreases. The diagram has two axes. The Cartesian y-axis here represents the normalized axial load ( Nsd/(fc*Ac)) and the x-axis here shows normalized moment ( Msd /(fcd*Ac*h)) and this is the common representation. Failure in P-M-M interaction denotes, it failed under axial load & moment interaction. Increase section with maximum allowable rebar % with it.
@@Decodebd Thank you so much for your very quick response and you are doing great work we will surely support your channel to grow as well as our knowledge. once again thank you for your time.
Sir, what is the allowable lateral displacement as per Indian code? Is it compulsory to give this lateral displacement target? Can I give this at the topmost floor if I have to design the whole wall from top to bottom?
Sir, in the shear wall there are two node points showing reactions at the bottom, For the design of foundation under shear wall how much axial o load to be considered, adding both of two or average of two? please
Sir, in the shear wall there are two node points showing reactions at the bottom, For the design of foundation under shear wall how much axial load to be considered for foundation design, adding both of two or average of two? please. May I get REBAR DESIGN EXCEL SHEET.
Hi there! I don't have the "Detailing" tab in the menu; I run a 2019 trial version, it should have this feature, am I doing something wrong? Thanks to anyone that can help
Super video about shear wall sir.i have one doubt sir, your video & all other shear wall video's only focusing and explaning the design of shear wall with reinforcement either pass or fail according to varies loads. what my dought in genearly shear wall construction is load bearing structure.and its over all " RC SHAER WALL " load totally transfer to the " PLINTH BEAM " sir . In etab I done Load bearing the model like all floor slab connected with shear wall then floor load go to shear wall & then total load ( UNIFORMLY DISTRIBUTED LOAD) go to plinth sir. this load and its moment & SF not match with " MANUAL CALCULATED FLOOR SLAB ,SHEAR WALL LOAD AND ITS BM & SF in plinth beam sir. I assigning the all material & section property of SLAB , WALL properly sir with self weight sir. it not show the actual sir . Even I modelling the single member in etab and appling the load of " UNIFORMLY DISTRIBUTED LOAD from actual heigt & thickness with its self weight . then next one i apply the RC WALL with same height & thickness sir . i dont show the same result sir. i kindly requested to upload the video of above my comments IN ETAB . It is very usefull to all about LOAD BEARING CONCEPT IN ETAB and Dont need to manual calculation about load distribution sir & it will be saving time sir . I expected & waiting your next video sir. thank you sir.
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You and your channel literally awesome. Your videos generally contain topics which are strongly concerned about 🤙🏾🤙🏾
Thanks a lot dear. Keep watching.
Sir, you and your channel are very amazing.
So nice of you.
thank you so much for this sir. keep teaching us, more power
Thank you very much for your devoted work, please continue in providing such wonderful lessons. Could you please provide the Excel Sheet as well,
Thank you for your valuable time and video. Great work done by you!!!
I have a question in shear wall load cases that you assigned on it, what is W and Q load in both x and y direction represent for? Is the W represent wind load and Q represent base shear?
Please answer this as soon as possible. Thank you for your time.
please explain boundary element shear wall design
Sir Good day! Can you please give us an example of design of shear wall analyzed in ETABS and to be EXPORTED and design in RCDC. So that we can produce the complete details of rebar, and reports etc... Thanks in Advance, and sharing us your files & knowledge more power to you Sir...
Pls upload a tutorial on lift wall design by boundary element design.
Thanks a lot for your effort
Pls show how to design Underground water tank. Using etabs results
Sir no excel sheet in description
If u provide it would be helpful
Thank you for your effforts sit
Good job. Anyway, why you did not include the opening of elevator shaft in which spandrel is included in the design.?
How the reactions at four corner of the shear wall only??? Please clarify the load transfer to foundation
If we have two models with shear walls and slab but one model have continous meshing b/w shear wall and slab and the other have discontinous meshing does that make any difference in transferring of loads and sway? Does assigning autoedge constraints to all walls and floor overcome the problem caused by discontinous meshing?
Thanks for your videos, if its possible please share your excel sheet.
Is it possible to give the Excel Sheet? What will be the loads need to be considered for designing lift core shear wall?
Great work done by you thank you so much for that. I have a question In shear wall design output file "Design inadequacy message: Piers fails in flexure or P-M-M interaction !! " what that message tells me??? please answer this as soon as possible. thank you for your time.
P-M-M interaction diagram is a curve that shows the possible combination of moment and axial load that causes failure to a given cross-section. I said possible because with increase in the applied moment the axial load capacity of a section decreases. The diagram has two axes. The Cartesian y-axis here represents the normalized axial load ( Nsd/(fc*Ac)) and the x-axis here shows normalized moment ( Msd /(fcd*Ac*h)) and this is the common representation. Failure in P-M-M interaction denotes, it failed under axial load & moment interaction. Increase section with maximum allowable rebar % with it.
@@Decodebd Thank you so much for your very quick response and you are doing great work we will surely support your channel to grow as well as our knowledge. once again thank you for your time.
Plz make video on analysis and design of
shear wall as per indian code
Is there any mistake in C9 ?
Why it is showing double vertical reinforcement spacing instead of actual ?
i can't rerun the analysis (no case to run) when i try to use auto wall section, what's wrong pls
Thank you very much for your effort with charity
WELCOME DEAR.
great job,but can you upgrade your sheet by adding the boundary element check and design
Will try in sha Allah
@@Decodebd Please share me the excel sheet. It will be really grateful. email : mywindows004@gmail.com
Sir does this only works with license etabs 2016? will it work if i'm using RunsAsdate?
Did u accidently deleted the height parameter on calculating the Shear reinforcement or are we taking it as one meter??
লিফট ডিজাইনে অনেক প্রজেক্টে শিয়ার ওয়ালের পরিবর্তে কলাম ও ব্রিক ওয়াল দেয়া হয়। এটা কতটা যুক্তিযুক্ত ও কিভাবে ডিজাইন করে।
sir, please make a video for T&C method...
could you provide me the excel sheet of shear wall design
Please make a video on shear wall and lift core foundation design.
Sir, what is the allowable lateral displacement as per Indian code? Is it compulsory to give this lateral displacement target? Can I give this at the topmost floor if I have to design the whole wall from top to bottom?
This is not compulsory. You can check displacement at top story & keep it within allowable limit according to building height.
@@Decodebd Thank you sir
Thank you so much sir.
Plz upload manual meshing tutorial in Etabs.
I WILL TRY IN SHA ALLAH.
Please share me the excel sheet. It will be really grateful.
email : mywindows004@gmail.com
@@Decodebd Please share me the excel sheet. It will be really grateful.
email : mywindows004@gmail.com
I have a project plan can u complete it on etabs.. i will pay
sir , Does RCDC give proper details of shear wall and core wall details as per IS CODE
thank you very much for the elaborate procedure..also for the excel sheet..thnx. can we have the auto design procedure for columns and beams also?
No
Please share me the excel sheet. It will be really grateful. email : mywindows004@gmail.com
Assalam walikum...bissmiah e reham e Rahim..
Walaikum....
Please share me the excel sheet. It will be really grateful. email : mywindows004@gmail.com
Jazak Allahu khair
Please make video on Base Isolation and Tuned Mass Damper application in building
Your video's are good
Can you model simple diagrid structure using sap2000? It's now trending
Please make a video of shear wall design using is 13920 using etabs.
I heard that etabs has automatically applies Auto wire mesh.. But u are applying manually. Isn't it true
thank you for your valuable time and video.
wc
hello sir just want to know how did the section automatically reduced from 10 inch ko 8 inch after running analysis for the second time??????
Dear can you share excel shear wall file design for us?
sir,
why don't show working story level or according to previous etabs version ?
hi Sir.dont shear wall reinforcement(detail) csi detailing 3.1?
Great work. Thank you sir.😊
Welcome.
shadakayeaaa jariaaaa
Sir, in the shear wall there are two node points showing reactions at the bottom, For the design of foundation under shear wall how much axial o
load to be considered, adding both of two or average of two? please
Any video explaining design with Boundary element, C & T design R/F.
Compression and tension is choosen only for normal type shear wall or one sided wall
Thank you sir very help videos
Sir, in the shear wall there are two node points showing reactions at the bottom, For the design of foundation under shear wall how much axial
load to be considered for foundation design, adding both of two or average of two? please. May I get REBAR DESIGN EXCEL SHEET.
Drop your mail address please.
sdcshome@gmail.com
Sent
@@Decodebd can you send me this excell file please? I badly need this.
marufulislam497@gmail.com
@@Decodebd can you send me Excal File please
engisxaaq@gmail.com
sir can you provide important excel sheets as per Aci codes
dear sir how to calculate spandrel steel and can you explain final printed drawings how vertical and shear bars are arranged ?
Plz tell me how to apply non uniform load on wall in etabs.
assign ->wall loads>done
Would u please send us the EXELL sheet
Sir can you please provide this excel sheet for reinforcement calculation of shear walls?
Sir,
How to design lift core foundation....?
Will try to make a tutorial on it in sha Allah.
Thank u so much.....❤️
Hi there!
I don't have the "Detailing" tab in the menu; I run a 2019 trial version, it should have this feature, am I doing something wrong?
Thanks to anyone that can help
I think its available in 15 &16 only or below 16
How to make coupling beam there ?
Super video about shear wall sir.i have one doubt sir, your video & all other shear wall video's only focusing and explaning the design of shear wall with reinforcement
either pass or fail according to varies loads. what my dought in genearly shear wall construction is load bearing structure.and its over all " RC SHAER WALL " load
totally transfer to the " PLINTH BEAM " sir . In etab I done Load bearing the model like all floor slab connected with shear wall then floor load go to shear wall &
then total load ( UNIFORMLY DISTRIBUTED LOAD) go to plinth sir. this load and its moment & SF not match with " MANUAL CALCULATED FLOOR SLAB ,SHEAR WALL LOAD AND ITS
BM & SF in plinth beam sir. I assigning the all material & section property of SLAB , WALL properly sir with self weight sir. it not show the actual sir .
Even I modelling the single member in etab and appling the load of " UNIFORMLY DISTRIBUTED LOAD from actual heigt & thickness with its self weight . then next one
i apply the RC WALL with same height & thickness sir . i dont show the same result sir. i kindly requested to upload the video of above my comments IN ETAB . It is
very usefull to all about LOAD BEARING CONCEPT IN ETAB and Dont need to manual calculation about load distribution sir & it will be saving time sir . I expected &
waiting your next video sir. thank you sir.
Hello sir...please upload design of underground water tank..
how i can join as a member of decode?
I don't have that detailing option in my etabs software. please help
Which version you are using.
thank u sir if possible could u share excel file sheet to me
praiseworthy
Thanks
Please Check 26 No. Row formula?
Can i Get this Excel sheet of Calculation of Reinforcement.
DID YOU GET IT?
Can you provide design sheets as per IS codes?
Thank , i need the excel
Sir please check cell C26 in rebar design sheet..there is some mistake over there ..Did anyone else also notice that ?
How to creat this excel sheet? Is it manually created or exported from any software?
The link is in the discription
Yes I got. But I want to know how to create this type of excel sheet. Is it manually typed or any software can export data like this excel sheet?
@@UmeshChandra-rn2yb Please share with me the excel sheet at razton@hotmail.com.
@@dhanushkumar.p667 I didn't get the link. Please share with me the excel sheet at razton@hotmail.com.
can anyone send me this excell file?
marufulislam497@gmail.com
Can you share us the building plan ????
Hello sir can we get your excel sheets? For shear wall
Is it according to ACI codes?
Yes
How can get Excel file?
Great job
Thank you so much
WELCOME
Can you give me sheet excel you use in the video
how i can get this excel sheet?
Please make a one video G+4 story with Shear wall, stair case , slab with frame add earthquake load+ wind load in a full project
Can you please share to me your ETABS File as a practice?
Thank you!
Sir please Provide shear wall excel sheet
جزاك الله خيرا
super nice thank u
THANKS
thank you sir! if you upload the excel sheet it would great.
Excel link added to the description. Check it.
thank you sir !
can u give me the excel sheet please
@@Decodebd Please share me the excel sheet. It will be really grateful. email : mywindows004@gmail.com
Please share me the excel sheet. It will be really grateful. email : mywindows004@gmail.com
sir xel sheit koi pabo
selam akeikum akhi ,can u give me the excel sheet please
Can I get this excel sheet Sir?
Shouldn't we assign the verticle load to shear wall?? (Example: load of elevator)
Thank you so much sir
Sir please shear wall excel ?
Thank you very much.
How can i get this excel file??
Sir, my D/C ration is coming very low..
Check loading & connectivity properly.
ধন্যবাদ ভাই
WELCOME
Can i get this excel file please???
COULD U PLEASE GIVE ME THIS SHEET'
'
Can you provide excel sheet of shear wall
Link shared in description.
@@Decodebd I didn't get the link. Would you please share with me the excel sheet at razton@hotmail.com.
hello sir
Please i would like to get excel file.
👍🏻
Sir can u please upload the excell file..
who can I get the excal sheet
mohammed al hassn by the you're the best in Etab
Thank you