How to Solve a Beam in SAP2000 Tutorial - Powerful Tool For Getting 100% in Engineering Assignments!
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- เผยแพร่เมื่อ 9 ก.ค. 2024
- In this video, learn how to use SAP2000 to define properties and evaluate the stresses and forces in a beam. Amazing tool for checking statics homework problems, especially in second year Civil Engineering.
Click here to obtain the evaluation version of SAP2000: www.csiamerica.com/support/do...
Click here for the sign convention for axis in SAP2000: docs.csiamerica.com/help-files...
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Now try to solve it on your OWN! Don't just "understand"... PRACTICE!!
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Let us know if you want to see more videos like these! Use our SAP2000 tutorial videos, and the link for the evaluation version to make sure you're getting the right answer and 100% for your homework and for studying purposes.
Evaluation Version: www.csiamerica.com/support/downloads/software-evaluation-request?productnid=221
What an amazing training for everybody, thank you very much. Finally, I found for use of SAP2000.
One of the very few SAP 2000 videos!! Great Tutorial
I think this man should be my personal tutor , really loved the tutorial
Good job man, i had a project related to trusses and it was really useful
Great, glad we could help!
Thank you very much your video is really helpful 🙏🏻🙏🏻
when i say you are the reason im going to get my ring, you are the reason.
It was really helpful. Thanks a lot!
How to model evolution tower using etabs
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this is really helpful for acadamic purposes.... really appreciated
Problem with interpreting SAP 2000 shell forces and stresses ? Here is the solution.
th-cam.com/video/acTHe8KMRXU/w-d-xo.html
thank you very much
Please make a video showing how to change the sign conventions.
Thanks for making these videos.
Subscribed.
How to model evolution tower using etabs
th-cam.com/video/iwYMbmmE1N4/w-d-xo.html
Problem with interpreting SAP 2000 shell forces and stresses ? Here is the solution.
th-cam.com/video/acTHe8KMRXU/w-d-xo.html
Very helpful. Very cool
How to model evolution tower using etabs
th-cam.com/video/iwYMbmmE1N4/w-d-xo.html
Thanks man!
How to model evolution tower using etabs
th-cam.com/video/iwYMbmmE1N4/w-d-xo.html
It is important to add a area of elements. Finite element method considered axial stiffness in analysis.
That option to show deflections is not available to me for some reason
Thanks so much ! How come you don’t have extra videos for SAP 2000. This would really help !!!
Thanks! Honestly we don't use sap too much in practice as there are easier better tools like etabs and safe. Sap has very limited use, perhaps I'd you wanted to study a single wall under some specific conditions, for bulk design work there are more efficient programs.
excelente
Problem with interpreting SAP 2000 shell forces and stresses ? Here is the solution.
th-cam.com/video/acTHe8KMRXU/w-d-xo.html
Will you please make a video on Arches with UDL on them too, using SAP2000. It will be very kind of you. It will really help us alot. Because use of SAP is fastly growing.
Hey good idea..but you should be able to do that from our trusses video I think?
@@AFMathandEngineering I can,....But I am.simply not sure whether my method is correct? Because there is some difference between the answers of the SAP2000 and books.
Hi AF Math & Engineering, thanks a lot for this video. I have trying to find a SAP2000 tutorial on Modal Analysis of 2D frame to find the eigenvalues and eigenvectors as what discussed by Anil Chopra Structural Dynamic and Earthquake Engineering.
thanks for the feedback.. have you tried csi's videos on etabs or sap? i believe they have some tutorials on modal analysis.
Yes I have seen those videos by CSI but they are a bit different in some ways. As in Anil Chopra, the given values are column stiffness (k = 12EI/h^3 N/m) and mass (kg). It assumes that the beams' moment of inertia is much greater that it will not deform, thus meeting a shear building analysis.
I see. Do you want to send me the example by email? I could check it out. Afmatheng@gmail.com
Hi AF Math & Engineering, I just made it right. Thanks.
gotlboys great, glad to hear.
Could you teach how to switch the sign convention?
docs.csiamerica.com/help-files/etabs/Menus/Options/Moment_Diagrams_on_Tension_Side.htm
@@AFMathandEngineering thx! how about for the shear force diagram?
@@luffymaxair shear force diagram is correctly oriented already
Can it solve problem dealing with integration? Like w=10sine(π/3) etc
I don't know why you'd use SAP to solve a formula for you?
@@AFMathandEngineering I was just wondering if it can cuz I recently had homework with a sinusoidal cantilever beam having that formula, I wanted to be sure if it's correct
@@elnabz4731 As in the load was sinusoidal? That sounds ridiculous and would never happen in reality, maybe your teacher is evil?
@@AFMathandEngineering (gyazo.com/6a36e4fea9874b8d3c59421e49d16063) I took the picture of it
I you could solve it I will be grateful
Why S.F. diagram in Sap is not the same as in your question?
The values are the same, no?
okay
Problem with interpreting SAP 2000 shell forces and stresses ? Here is the solution.
th-cam.com/video/acTHe8KMRXU/w-d-xo.html