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Пікірлер
@samira-ut8mx 17 күн бұрын
it is very helpful, thanks🙏
@jeremiagtgmunthe3362 29 күн бұрын
46:43
@civiltuber. 3 ай бұрын
Kindly make a video on assignment of wind load to transmission tower. I am doing the same way as shown but not happening in analysis. Kindly suggest a solution
@ch_doodles 3 ай бұрын
how did you compute the 137.5 scale factor for your time history load case?
@taikikotaukei9431 3 ай бұрын
Is there a way to do this on matlab for 6 DOF for nonlinear equation of an aircraft?
@inkanabilla8077 4 ай бұрын
how about hinges for link between beam in EBF??
@tareqmohemd 3 ай бұрын
Should be one brace and the small segment of beam is Link beam and the link beam allowed to fell due to flexurae or shear , and the role of beace to provide the support to beam.
@inkanabilla8077 3 ай бұрын
@@tareqmohemd thank youu
@tareqmohemd 3 ай бұрын
@@inkanabilla8077 if you have time to discuss we can!! Also I have term pepar in same topic
@au.3608 2 ай бұрын
@@tareqmohemd hi, can we discuss about this?
@tareqmohemd 2 ай бұрын
@@au.3608 yes sure.. do you have telegram?
@otisroyals1013 4 ай бұрын
How to insert HANDs Shape in Custome?
@SmartEngineer2 4 ай бұрын
Hello, Simple, watch the following video:👇 kzfaq.info/get/bejne/lapdZpWKnLuxhnk.html
@rickdelnoy1212 4 ай бұрын
may I have your Email please
@user-fb4wd9mz6o 5 ай бұрын
I did my PhD from NTU,UK and MPhil, UK swansea
@user-fb4wd9mz6o 5 ай бұрын
i am really impressed by your description and explanation
@user-fb4wd9mz6o 5 ай бұрын
Respected sir, i am Dr M N Balakrishna from Bangalore and wanted to do my postdoc in structural engineering
@SmartEngineer2 4 ай бұрын
Thank you so much, dear Dr., for your wonderful wishes and encouragement. I truly appreciate your valuable comments.
@NiiAryee 5 ай бұрын
Removing background sound will be nice
@elhamhassan810 5 ай бұрын
Please ...clearing results .
@elhamhassan810 5 ай бұрын
Thanks ..💗💗
@ramdanemustapha6245 5 ай бұрын
OK.. OK.. OK.. OK.. OK.. It is disturbing.. Please stop saying ok
@SmartEngineer2 5 ай бұрын
Ohh, thanks for the consideration.
@naveedalogy1695 5 ай бұрын
For defining water pressure. You should frist change walls axis 33 ( application of load)
@naveedalogy1695 5 ай бұрын
ETABS take self load of each structure element by it slef. So why you would add it again? Self Load of column beam slab takes etabs by it self. You need just to add the live load.
@Structuralsoft-Sunil 6 ай бұрын
kzfaq.info/get/bejne/bN2pp9iS2ODOpoU.html
@anastaha2438 7 ай бұрын
Hi, why when i run design frames by etabs and export it to CSI detailing, shows that concrete frame results are not availabe? despite i saved etabs after running and designing
@SmartEngineer2 7 ай бұрын
Hello Mr. Anas First, perform the design check in ETABS after completing the analysis. Then, export it to CSi Detailing with the specified settings.
@anastaha2438 7 ай бұрын
I did , the issue is this 1) I use ETAbs v16 and designed the frame it is simple frame however , then saved the program 2) csi detail deals with etabs v18 and this it automatically converts the saved version 16 into 18 to open it and the massage appears already then that the frame which I designed by version 16 is not calaulted or not shown in CSI 3) also I noticed that ribbed slab the csi detail does not understand to show me the reinforcement for the rib, it deals with it as topping slab only besides that sections that pass through ribs does not show any reinforcement in crossed section, whereas longitudal section it deals with it as reinforcement for topping slab ( 80mm)
@anastaha2438 7 ай бұрын
Example the ribbed bottom is 6 T14 for the middle strip, csi does this to be reinforcement for topping slab!!
@Febryan_Alvin 7 ай бұрын
Sir, I want to ask, when carrying out pushover analysis, is it necessary to include wind loads in load case push x and y?
@nushantharuka4315 7 ай бұрын
Hey. Your videos are really informative. Thank you for that. If possible can you please do a video on progressive collapse analysis using Etabs? It would be really helpful and highly appreciated.
@AtifAli-wm1ho 3 күн бұрын
have you done progrssive collaspe ?
@nushantharuka4315 7 ай бұрын
Hey. Your videos are really informative. Thank you for that. If possible can you please do a video on progressive collapse analysis using Etabs? It would be really helpful and highly appreciated.
@SmartEngineer2 7 ай бұрын
Thanks, for your great wishes, OK I will do that too.
@masoodhassan8600 7 ай бұрын
Hey i also need a complete video on progressive collapse analysis, can you make for both of us early please? ill be great full. Thanks @@SmartEngineer2
@welyn5499 8 ай бұрын
promo sm
@shahbazuddin1229 8 ай бұрын
Brother, I want to model it horizontal, can you please explain how to rotate the water tank?
@AhmetCorut52 8 ай бұрын
You are the best one. Thank you 👏👏👏
@SmartEngineer2 8 ай бұрын
Thanks for the great wishes!
@user-wd8us5ko2s 8 ай бұрын
By the way I wanna ask you about the direction of water load specially in wall.the direction of course it's not in gravity
@vioo9247 8 ай бұрын
hello, i want to ask, there is a problem with my static base shear. why is the value of fx on sx from steps 1-3, the value is not same, and the value of fy is not 0. and so does sy. does anyone know where the error is?
@wondiyehaile7996 8 ай бұрын
waw amazing! what about circular water tank?
@SmartEngineer2 8 ай бұрын
Thanks! Watch the following tutorial: kzfaq.info/get/bejne/hJddgKdesLOXf6c.html
@prakashgupta-sh6gn 9 ай бұрын
thank you for clear explanation, i have one question while defining hinge you have done reinforcement to be chosen from design but in ur explanation you have not done design and wheather the design is safe or not.??? or with out designing software is taking reinforement ????
@mohammedrezan7449 8 ай бұрын
exactly !
@PyStructEng 10 ай бұрын
Nice work. I would be interested to give it a try to see if I can automate this portion with Python too :)
@SmartEngineer2 9 ай бұрын
Great, it may work there too
@mohammedrezan7449 11 ай бұрын
1:00:10 why didn't you change the gravity load to a DL+LL ? also the gravity + lateral ?!? because the code says : NUD shall be the maximum compressive axial load accounting for the effects of lateral forces Alternatively, it shall be permitted to evaluate NUD based on a limit-state analysis. and 58:09 for calculation of V the ASCE says use either time history or pushover procedure, why you used ELF ( and its load combination ) ?
@mec007 11 ай бұрын
Hi, suscrito. Estoy aprendiendo bastante con tus vídeos, gracias bro!!!
@abdulmomin9360 Жыл бұрын
Very informative. What is the code reference for using a stiffness modifier for pushover analysis?
@mikhaelseravio778 Жыл бұрын
hi, is there any option for us to export the model section layer by layer, floor by floor?? thank you before
@robinsonr3508 Жыл бұрын
Thank you, why was a very small dead load used, 1.44kg/m2, what is the significance, and live load 1.53kg/m2? thank you.
@prabalkhakurel6901 Жыл бұрын
its linear time history analysis? isnt it ?
@SmartEngineer2 Жыл бұрын
Nonlinear, Time History it is already written in title and explained in lecture.
@prabalkhakurel6901 Жыл бұрын
@@SmartEngineer2 while defining the time history load case, you have taken load case subtype as linear modal ... isnt that mean the analysis would be linear rather than non linear?
@ahmedal4861 Жыл бұрын
Hello sir, what about vertical seismic load ? How can I do?
@SmartEngineer2 Жыл бұрын
There is no need to consider the vertical seismic load as it is negligible, while horizontal seismic forces (lateral loads) are typically more significant and commonly considered in structural design.
@ahmedal4861 Жыл бұрын
Thank you very much for the explanation sir
@omoniyitope7826 Жыл бұрын
Thank you for the good work. It will be good if we can have same for a steel truss bridge or even other types of bridges. I am having a serious challenge with my pushover curve. Thank you in anticipation of your kind consideration. 🙏
@SmartEngineer2 Жыл бұрын
Thank you so much for your great wishes Yeah, I would do that
@jurnalisnh8094 Жыл бұрын
sir at 58:09 , you select V Value from combo UDConS5 , why you choose UDConS6? i dont have a clue
@Mehr987 Жыл бұрын
Thank u sir
@SmartEngineer2 Жыл бұрын
As per your view😊
@Mehr987 Жыл бұрын
@@SmartEngineer2 I appreciate your work sir, but you didn't show any result for pushover analysis, for example how to define the point of IO, LS , Cp on pushover curve, I mean the value
@Mehr987 Жыл бұрын
@@SmartEngineer2 I have analysed the building but 0 hinges are generated at the point of LS and CP what will be the problem?
@konstruksichannel8388 Жыл бұрын
How you get 137.51 for scale factor ?
@SmartEngineer2 Жыл бұрын
For scale factor watch another lecture on our channel.
@user-wx5ql7fo2h Жыл бұрын
Very informative video. many many thanks . Love from Bangladesh .
@SmartEngineer2 Жыл бұрын
My Pleasure.
@Rahulchauhan-iz7sb Жыл бұрын
Please sir make a video on hollow circular slab or building
@SmartEngineer2 Жыл бұрын
Ok, Sure
@patrickgeneroso5856 Жыл бұрын
can i ask what's the purpose of putting hinges on the beams
@jamaksummers7116 Жыл бұрын
Hello. We’re working on our thesis/research study now and we need a person who’s knowledgeable about Perform 3d software. By any chance, can you be one of our consultants on our thesis? Your response will be highly appreciated :)
@SmartEngineer2 Жыл бұрын
Hi Mr. Jamak, Yeah, no issue, I would be available to do that.
@jamaksummers7116 Жыл бұрын
@@SmartEngineer2 may I ask your email address so that I will send my inquiry thru email instead? If that’s okay with you :)
@nayanasivadas2913 Жыл бұрын
Sir can you please do progressive collapse (Column removal) in pushover analysis
@SmartEngineer2 Жыл бұрын
Ok, sure
@banuprakashhosmani2806 11 ай бұрын
Hello to both of you. Even I need guidance with progressive collapse analysis. Could any of you help me with that? It will be really helpful
@161__vishwajeetmokashi__6 10 ай бұрын
Can u guide me if u know how to do it …??
@MrAnubhav116 Жыл бұрын
In my case slab design option are not highlighted on etabs what to do
@SmartEngineer2 Жыл бұрын
There are different options to enable that, or you could try a new version software.
@geanpierrecoaguila2238 Жыл бұрын
In my case, when making the design by stripes, the program on one side tells me the steel but between parentheses "failed", but the moments are not high, to what can it be due?
@SmartEngineer2 Жыл бұрын
Your design procedures may not be accurately followed.
@alkimefe160 Жыл бұрын
hello sir, thanks for very informative video. i want to ask, how is gravity acceleration 2664.123? is it in different units other than shown? it's at 3:00.