How to Solve a Beam in SAP2000 Tutorial - Powerful Tool For Getting 100% in Engineering Assignments!

[@AFMathandEngineering]

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

[@19gaurighadge11]

One of the very few SAP 2000 videos!! Great Tutorial

[@yasinbuyukaslan2750]

What an amazing training for everybody, thank you very much. Finally, I found for use of SAP2000.

[@leviackerman9718]

I think this man should be my personal tutor , really loved the tutorial

[@Pleasure_Baron]

Please make a video showing how to change the sign conventions. Thanks for making these videos. Subscribed.

[@Structural_analysis]

How to model evolution tower using etabs kzbin.info/www/bejne/n6i8fpWjoqpkhJY

[@Catloverss95]

Problem with interpreting SAP 2000 shell forces and stresses ? Here is the solution. kzbin.info/www/bejne/l5S3eZhugLKFjrc

[@IMAli176]

this is really helpful for acadamic purposes.... really appreciated

[@Catloverss95]

Problem with interpreting SAP 2000 shell forces and stresses ? Here is the solution. kzbin.info/www/bejne/l5S3eZhugLKFjrc

[@matevzstegnar5171]

It is important to add a area of elements. Finite element method considered axial stiffness in analysis.

[@hamzaahmad8858]

when i say you are the reason im going to get my ring, you are the reason.

[@rollsroyz1633]

Good job man, i had a project related to trusses and it was really useful

[@AFMathandEngineering]

Great, glad we could help!

[@finianholland7654]

That option to show deflections is not available to me for some reason

[@adeshghogre282]

It was really helpful. Thanks a lot!

[@Structural_analysis]

How to model evolution tower using etabs kzbin.info/www/bejne/n6i8fpWjoqpkhJY

[@followtherules4808]

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.

[@AFMathandEngineering]

Hey good idea..but you should be able to do that from our trusses video I think?

[@followtherules4808]

@@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.

[@vaughnesaarlacroix7254]

Thanks so much ! How come you don’t have extra videos for SAP 2000. This would really help !!!

[@AFMathandEngineering]

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.

[@amirkamyabimask4537]

Thank you very much your video is really helpful 🙏🏻🙏🏻

[@anushka0000]

thank you very much

[@hectormaluenda1166]

Thanks man!

[@Structural_analysis]

How to model evolution tower using etabs kzbin.info/www/bejne/n6i8fpWjoqpkhJY

[@gotlboys]

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.

[@AFMathandEngineering]

thanks for the feedback.. have you tried csi's videos on etabs or sap? i believe they have some tutorials on modal analysis.

[@gotlboys]

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.

[@AFMathandEngineering]

I see. Do you want to send me the example by email? I could check it out. [e-mail]

[@gotlboys]

Hi AF Math & Engineering, I just made it right. Thanks.

[@AFMathandEngineering]

gotlboys great, glad to hear.

[@bishalshakya7366]

Very helpful. Very cool

[@Structural_analysis]

How to model evolution tower using etabs kzbin.info/www/bejne/n6i8fpWjoqpkhJY

[@luffymaxair]

Could you teach how to switch the sign convention?

[@AFMathandEngineering]

docs.csiamerica.com/help-files/etabs/Menus/Options/Moment_Diagrams_on_Tension_Side.htm

[@luffymaxair]

@@AFMathandEngineering thx! how about for the shear force diagram?

[@AFMathandEngineering]

@@luffymaxair shear force diagram is correctly oriented already

[@elnabz4731]

Can it solve problem dealing with integration? Like w=10sine(π/3) etc

[@AFMathandEngineering]

I don't know why you'd use SAP to solve a formula for you?

[@elnabz4731]

@@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

[@AFMathandEngineering]

@@elnabz4731 As in the load was sinusoidal? That sounds ridiculous and would never happen in reality, maybe your teacher is evil?

[@elnabz4731]

@@AFMathandEngineering (gyazo.com/6a36e4fea9874b8d3c59421e49d16063) I took the picture of it

[@elnabz4731]

I you could solve it I will be grateful

[@rizkhan9183]

Why S.F. diagram in Sap is not the same as in your question?

[@AFMathandEngineering]

The values are the same, no?

[@jinezharrisonalvitesascue4599]

excelente

[@Catloverss95]

Problem with interpreting SAP 2000 shell forces and stresses ? Here is the solution. kzbin.info/www/bejne/l5S3eZhugLKFjrc

[@chief5353]

okay

[@Catloverss95]

Problem with interpreting SAP 2000 shell forces and stresses ? Here is the solution. kzbin.info/www/bejne/l5S3eZhugLKFjrc