Пікірлер
@perezannamaries.6489 4 ай бұрын
Thank you so much sir, can't imagine doing it alone. Watching your videos makes it easier. Thank you so much and may god bless you.
@nunoteixeira-robotstructur8358 4 ай бұрын
@@perezannamaries.6489 thank you so much for your kind words ♥️
@davecabatuan4572 5 ай бұрын
How about member? How to change member to bar type?
@nunoteixeira-robotstructur8358 5 ай бұрын
@@davecabatuan4572 sorry, you want to change member to bar?
@OmarJustice 8 ай бұрын
how can i find extrude and revolve in ROBOT 2020, i can't find it
@prosperMarindiko-yl4ig 9 ай бұрын
On saving the section are the values of dim 1, dim 2 and dim 3 fixed as in height, width and thickness or I am free to say for example put the thickness as dim 1?
Жыл бұрын
Nuno, good afternoon. I ask why you stopped watching robot structural analysis videos on KZbin? I learned a lot from you, I think I should continue. Here in Brazil, the Robot is still in its infancy, it would help a lot of people. After a while, start releasing videos again; Thank you Eng. Jorge
@engineertheophilouszengeni3159 Жыл бұрын
Great, Thank you
@jameshewitt6899 Жыл бұрын
Hi Nuno, Can you give a reference to the value of 10 that you stated as the limit for consideration of a sway structure? Thanks
@lelueste Жыл бұрын
Why were all beams and columns designed with the Column design ? Beams and columns should be designed separately.
@kerstentonna2268 Жыл бұрын
Is it possible to revolve an arc in an ellipse? or it is only possible for the arc to be revolved into a perfect circle? Thanks
@sabbursardar6266 Жыл бұрын
What is those to envelopes of crane with two signs of positive and negative after analysis appear how can we use those two envelopes?
@bharatChand-s4p Жыл бұрын
you did a great job with robot analysis. much appreciated. please continue again brother.
@hoshangmustafa9672 Жыл бұрын
@2:04, how ULS included in Analysis types?
@Oscar-zt2di Жыл бұрын
Greetings, how can I find the value of the lateral force in the Millennium robot?
@سيدالبوح 2 жыл бұрын
thank you so much dear for Your wonderful explanation could you help me? I made an analysis of a flat slab using the program and analyzed it manually again using Simplified frame method (distribution moment ) I found difference in result the moment in the RSA is very large than my manual result. Is it logical for the difference in results to be like this? Note When I used reduction of force above columns the results were close. can i use reduction of force above columns in any case? ... BS 8110 section of columns all (50X50cm) the length of spans in X axis (6.5 m) two spans every span 6.5 m the length of span in Y axis (5.5 m) two spans every span 5.5 m Live load 2 KN/m2 died load 3 KN/m2 thickens of slab 22 cm
@structuralengineer50 2 жыл бұрын
Sir, I tried by using ASTM standard, the design is getting wrong
@ebsoufiani6399 2 жыл бұрын
Thanks, very interesting and helpful video. However, when I look at the final slab provided reinforcement which C12 top and bottom. but the final diagram show only the top reinforcement. Is this correct? How about generation the report?
@mukhalladmurad6877 2 жыл бұрын
Great Job If we have wind and live load how we can define the combinations for these loads Also its required to define break load separately and also the horizontal load coming from shaking (in y direction) I think it’s required to define the beam between the support one side hinge and second is roller with my for lateral torsional buckling
@alaskodiaz567 2 жыл бұрын
Thank you for the lecture. I am trying to design a steel plate I might apply this principle.
@oviliocapriles4189 2 жыл бұрын
Thank You very much for this tutorial.
@ThePhyokoko 3 жыл бұрын
While creating nodes by typing 0,0 and then 0,5 , Add buttons doesn't work. And also sometimes it' works by most of time it doesn't. Can you tell me why?
@ThePhyokoko 3 жыл бұрын
I mean bars Sry
@ThePhyokoko 3 жыл бұрын
Sry I'm trying this one in 3D
@OmarJustice 3 жыл бұрын
thank you Nuno you're great! , i have a question how can i show the LONG TERM DEFLECTION in slab on robot ?
@samahmadoke8704 3 жыл бұрын
Syukron.
@lycandarkthrop2812 3 жыл бұрын
Thanks for the video. Question: For the Bolts, is it possible to have more than 4 Columns of bolts? If NOT, is there something written in a manual that I can refer to?
@softwaretraining-naval 3 жыл бұрын
thanks for sharing!
@OmarJustice 3 жыл бұрын
I did the same Engr.Nuno, but in calculation messages Robot said For 11 modes the mass participation factor is equal 85.89, although i changed the advanced parameters as you said, so what is the problem?
@OmarJustice 3 жыл бұрын
thanks, but what is the difference btwn. normal concrete flat slab, and plate? or they are the same?
@OmarJustice 3 жыл бұрын
hello, thank you for this informative video, but I have a question when I check show load distribution I can't see these colours in my solid slabs model.. how can I generate them?
@mohamedhadhri1755 3 жыл бұрын
Thanx a lot
@TheMrHACONE 3 жыл бұрын
Hi Nuno, Thank you very much for the video, I found it extremely useful. May I ask you if you know how to perform modal analysis in Robot, when the center of mass is outside of the structure? Do we have to connect the COM with rigid links? For the modal I want the stiffness to be added by the surrounding steel braced frame and the mass by the stored equipment kit. Thank you.
@youssefdahki1027 3 жыл бұрын
coooool thank you
@BA-kl6bv 3 жыл бұрын
How to view total load result(selfweight ,dead,live etc in slab ?
@anachakengineer 3 жыл бұрын
thanks teacher
@Claxen11 3 жыл бұрын
Is it possible to make the diagram lines denser by dividing the bar in more sections like in a Mesh? Also can you set the view in order to see the coordinates of nodes or moment values of different points by just hovering the mouse over?
@nunoteixeira-robotstructur8358 3 жыл бұрын
Hi there! You gain nothing with the first division. What do you mean by "make the diagrma lines denser"? To set the view in order to see the moment values of different points you need to ask for Detailed Analysis. Just go to RESULTS - DETAILED ANALYSIS. Then on the DIVISION POINTS separator you may ask for the points that you want. You could also use the bar properties to give you bending moments along the beam. Just right click the bar that you want - Object Properties - NTM. If you then press "in point:" it will allow you to ask for the bending moment regarding the point where you have your mouse... Try this and let me know if it helped.
@Claxen11 3 жыл бұрын
@@nunoteixeira-robotstructur8358 I think I managed to do as you said so with Detailed Analysis you get a table of the values in the desired points but if you want to view the values as you hover over with the mouse it is possible only with the Object Properties Diagram and only for a bar at the time. I just wished it was as easy as SAP where you have the entire structural diagram of the moment displayed like in Robot but for each vertical line of the moment diagram it directly gives you a value. The lines corrispond to the nodes in which you have divided the bar and if you hover over these nodes it will even give you the coordinates(x,y,z) of where this moment is applayed.
@Claxen11 3 жыл бұрын
@@nunoteixeira-robotstructur8358 oh, thanks by the way for the quick reply. I'm doing a complicated Master Thesis on the Consolidation of Tirana's Piramida. Every help I can get is gold.
@Claxen11 3 жыл бұрын
I'm confused between the difference of Live load and Accidental Load. Aren't Live loads automaticly defined by the categories A, B; etc. linked to the legislation by destination of use? If I'm applying "specific" loads with custom values different to the categories wouldn't they be considered accidental loads?
@nunoteixeira-robotstructur8358 3 жыл бұрын
Hello there, Live loads usually are the most common loads from typical utilization of the building. Accidental loads are special events that are not at all typical for the utilization of the building. For example, a car crashing into an outside column is a accidental load. Other example of an accidental load is the stoppage of the system of water drainage in a big roof, leading to a big accumulation of water near the roof limits, witch gives you big loads on some purlins... In some part of the world, seismic loads are extremely rare (UK for example). In those countries seismic combinations "accidental", whereas in countries with big ground acceleration (Italy for example), seismic loading has a proper combination, different from the accidental one. Accidental events are, normally, combined with load factors less than the typical ones used in Ultimate Limited State.
@Claxen11 3 жыл бұрын
@@nunoteixeira-robotstructur8358 Thanks a lot! Now I understand.
@kumailhassan983 3 жыл бұрын
hi when I click on New connection for selected members? Robot showing (it is necessary to calculate structure)? what does it mean? do I have to calculate structure at first without connection?
@kumailhassan983 3 жыл бұрын
how to change the codes for connections?
@felipefonseca3192 3 жыл бұрын
Fala Nuno! Sou estudante de Engenharia Civil e estou fazendo meu TCC utilizando o Robot para dimensionar uma estrutura metálica. Porém estou tento algumas duvidas em relação as ligações/articulações, será que você poderia me ajudar com isso?. Além disso vou fazer também o projeto de fabricação utilizando o Advanced Steel :)
@nunoteixeira-robotstructur8358 3 жыл бұрын
Olá Felipe! Quais as dúvidas que tem? Como é a estrutura metálica?
@felipefonseca3192 3 жыл бұрын
@@nunoteixeira-robotstructur8358 Estou fazendo um projeto de uma galeria, é uma edificação de 2 pavimentos apenas, mas que possui uns vãos grandes. Minha duvida atualmente é em relação as ligações. Sei que as ligações podem ser flexíveis, semi-rígidas e rígidas. Porém fico na dúvida pois quando eu faço o modelo, não estou definindo como será a articulação. Meu professor mostrou que poderia colocar barras como Rotulado-Rotulado, Engastado-Engastado ou Rotulado-Rotulado. Não sei se deu para entender minha dúvida, qualquer coisa tento explicar de outra forma kkkkk Obrigado!
@nunoteixeira-robotstructur8358 3 жыл бұрын
@@felipefonseca3192 Sim Filipe. A dúvida é como definir a articulação? Essa opção no Robot é "Realeseas" (GEOMETRY-REALEASES). O Robot dá 3 hipóteses: Rotulado-Rotulado (Pinned-Pinned), Encastrado-Encastrado (Fixed-Fixed) e o Rotulado-Encastrado(Pinned-Encastrado). Eu faço isso num vídeo aqui kzbin.info/www/bejne/r4endmqpnMiShtk a partir do minuto 8.
@diaboloj 3 жыл бұрын
Your tone is annoying
@bonniebrandao1987 4 жыл бұрын
Such an amazing explanation! Thanks so much for sharing Nuno! Chears man!!!!!!
@unknow-tn8fo 4 жыл бұрын
how can i design a conic column?
@dhanushraajd 4 жыл бұрын
I am getting errors for the same problem in RSAP 2021. Punching requirements have not been fulfilled (1. too little FOS, 2. value of punching force is too big).
@dhanushraajd 4 жыл бұрын
In the exercise problem 1 moments were released and then a hinge-ficed release was given where as in this problem 5:56 moments are not released. What is the difference between the two and why to release moments when we have none?
@unknow-tn8fo 4 жыл бұрын
there is a problem with my fmat foundation. I applied forces and after calculate, all the result is 0.00. I can't understand
@ahlemahlem9364 4 жыл бұрын
Great job, thank you
@cyper89 4 жыл бұрын
Hi Nuno! Do you think is there any chance of doing a non linear analysis in robot?
@nunoteixeira-robotstructur8358 4 жыл бұрын
Hi there. Robot is good when we are talking about linear elastic analysis. Non linear analysis in Robot is possible, but very limited. What kind of non linear analysis are you interested?
@cyper89 4 жыл бұрын
@@nunoteixeira-robotstructur8358 Thanks for answering me. A static pushover to verify the vulnerability of the building to a seimic solicitation. I mean I think it's impossible in robot to know when a pier or beam enters their plastic form...
@nunoteixeira-robotstructur8358 4 жыл бұрын
@@cyper89 Robot is not meant to do that kind of analysis. You will have to define the location of plastic hinges, and other parameters. But you could always ask on the forum.
@muratkarabiyik2398 4 жыл бұрын
Nuno great job, very helpful.
@nunoteixeira-robotstructur8358 4 жыл бұрын
Thank you very much!
@hakangunhan6769 4 жыл бұрын
hi, How can we see the whole steel weight?
@nunoteixeira-robotstructur8358 4 жыл бұрын
Hi there. RIGHT CLICK - Tables - Quantity Survey. It will give you a table with the quantities in the project.
@hakangunhan6769 4 жыл бұрын
@@nunoteixeira-robotstructur8358 thank you for your help .
@nunoteixeira-robotstructur8358 4 жыл бұрын
@@hakangunhan6769 You are welcome!
@hakangunhan6769 4 жыл бұрын
@@nunoteixeira-robotstructur8358 I was send mail a problem RSAP. did you get my mail?I need to your help.
@aleksandarsrdanov1171 4 жыл бұрын
Thanks. This really helped me understand the basics of the EC8 procedure.
@nunoteixeira-robotstructur8358 4 жыл бұрын
You are welcome! I am very happy to read that!
@cricyard3602 4 жыл бұрын
If u want to learn full tutorial of etabs, Staadpro, safe, sap2000 u should go through this link kzbin.info/door/drliBTc6h7tlUemhyIodaA if u find good like it or share it