Відео

The most difficult thing i have faced is trying to make a variable curved ramp section

Couple of questions pleas mister: When you use heads for columns, and the program says OK here is the required area of reinforcement, does the software automatically update the provided reinforcement to comply with the required for punching? or one has to check manually that in the critical perimeter there is enough steel area to comply?

Hello Dr. CEE, First I want to say that I really appreciate the effort you put in these tutorials, they are very helpful and rich with information. I just want to point out that the automatically generated point load from cladding on the supports is because the cladding is set to distribute the load in two ways, supports are taking part of the load distributed in the direction perpendicular to the columns as columns are ignored, this could be solved by changing the calculation model of the cladding to "one way" to work in the direction perpendicular to the purlins only as this would be the real case. All the best

Good day, Is there a way I can get ahold of you to assist me with Robot and using it

Hi, thank you very much for your videos. I really enjoy watching them! I have hard time to understand the unit kNm/m in the results and how to compare these values to a hand calculated slab. I find it difficult especially when there are ribbed slabs and there is an effective length of a rib that is taking the load which often is not equal to 1m. How do you usually deal with these problems when trying to compare the numbers? I tend to get totally different values then the one in the ROBOT model. Thank you in advance!

I am grateful for the work and the knowledge you share

you mentioned good reasons for using floor for retaining walls. thanks

Sir, can you please give some knowledge on how to design a user-defined section by the above video method? User-defined members are not designed.

A beam inside a slab doesn't make sense, since it doesn't bring its main reason for which a beam exist - that is to bring inertia to the structure. As a local "muscle" for the slab, it helps it against local phenomena such as punching.

how to check in design user define member is pass or fail ???

IF U HAVE NEW VESIONS OF ROBOT THEN U CAN FIDE REVOLVE BY THIS:😀😀 so, as u r in the modeling phase u can just go to GEOMERY--->STRUCTUE TYPE--->SHELL DESIGN, and the ROBOT will change the interface to one that has REVOLVE option.

this is friendly environment for engineering interest

thank you it is really helpful

"Instability festival" -- great saying.

Thank you brother 🙏 but why in the pinned-pinned hinge they block x direction in the end ?!

Hello, I hope this message finds you well. In my country (Lebanon), the wind standards recommend the following wind speeds for calculations: a. 26 m/s when applying the Eurocode. b. 45 m/s when applying ASCE7-05. c. 57 m/s when applying ASCE7-16. Based on these recommendations, the automatic wind simulation in Autodesk Robot produces varying results, particularly between the Eurocode (with a wind safety factor of 1.5) and ASCE7-05 (with a wind safety factor of 1.6). Given these discrepancies, do you think it is safe to rely on the automatic wind simulation in Robot, or would it be better to calculate the wind loads separately and apply them manually to the cladding? (Note: The designed structures are steel structures, including warehouses and PV canopies.) Thank you in advance for your guidance. Best regards,

Heute war wieder ein guter Tag. Danke

Super

Super

Super

Super. Dankeschön

super

Thank you for your efforts. Really, we appreciate it because it helps us.😊

Excellent lecture with all it contains. Thanks a lot

Great Video.

Excellent!

is it only me or ROBOT 2024 does not have Revolve option in building design template

Can you advise on how to draw reinforcemed concrete columns with amorphous sections? (Like trapezoidal for example)

dankeschön. Vielen Dank, dass Sie da sind! 😊

Hi how to set a load case or load combination as initial case in robot?

Hi CEE, what do dimension 1,2 and 3 mean in 7:36 ?

could you please share your software with us

great 👍

hello Dear Dr. what about RSA series

what about RSA videos

Dear Dr.CEE, Thank you very much for your series! I've learned a lot of new stuff about OOP in Matlab. Could you please explain one thing: By adding a check for duplicate Nodes and Lines into Controller, we avoid repeating nodes&lines inside the controller, but we still have them defined as variables (one should look at the Workspace of the program). For example, by the end of this videos we have 3 different nodes and 2 lines inside the controller. But at the Workspace we have same 3 nodes and 4 lines, three of which are the same (a.k.a Line #1). Will there be a way to deconstruct those repeating variables, so that we don't waste our memory? Best regards Yaroslav

Great video, please do more of those in-depth analysis of "real cases"!

It would be great to talk about Wind loads on Eurocode

Please give information on how to provide earthquake load. means how to generate load case

very useful

Oh ya ya ya ya 😂, that's what someone who's passionate and loves what he does would say. That's a looooooot.

Let me ask you, what about using rigid links to connect the columns to the slab? I believe the floor nodes that correspond to that of the column contour should be linked (by rigid links) with the top column node. At least this is what I see people in the Robot forum doing due to FEM limitations of Robot in the consideration of "drilling moments".

Which software are used in video

Hello CEE, why contact surface can result > 1.0?