BEAM TUTORIAL #1- Analysis of Beam in SAP2000

[@masdiaz763]

Thank you very much. You solve my confusion, when I model the beam with un even span. Initially I used beam model, but it gave a strange result. By using the GRID model you showed, it solved my problem. Good job

[@JustLearnCivil]

Thank you

[@RGeoOfficial]

Congratulations for the video! It was very useful for me. I think you solved the problem pretty well using SAP2000 and showed us a little bit more about the features of this software. Good luck.

[@JustLearnCivil]

Thank you

[@mehdi.sajadi]

amazing tutorial , thanks man👍

[@noahpuskas9686]

thank you this tutorial was very helpful

[@JustLearnCivil]

Glad it was helpful!

[@232abhishekshinde2]

I like it very much

[@JustLearnCivil]

Thank you

[@brandonabraham1404]

Excellent Thank you

[@JustLearnCivil]

Thank you

[@giovannirecchia8361]

Can I edit load patterns after I have still run analysis?

[@marconorbert6946]

Thank you, sir!

[@JustLearnCivil]

Welcome

[@인생완빤치다]

Thanks. helps a lot😘

[@JustLearnCivil]

Thank you

[@The_North096]

thanks ❤

[@JustLearnCivil]

Thank you for feedback

[@ashoksapkota9794]

how to find deflected value ???

[@abdullah_ba189]

thank you !

[@andrewmills2729]

Is it possible to use the roller support on a vertical wall? can I change the angle of the roller so it is not horizontal? Thanks in advance, I am very new to the software!

[@JustLearnCivil]

Yes, you can change the angle of support by entering an angle about the axis you want to rotate the support.

[@dbLines]

Thank you brother

[@JustLearnCivil]

Thank you

[@hcStructuralDesigns]

Sir can you model solid sylinder in SAP2000???

[@rllrll9512]

Why to make things complicated , instead you have to choose Beam tamplate NOT grids

[@dilippoudel2284]

why did not you define section and material properties?

[@JustLearnCivil]

Here our concern is only analyzing the beam (like in applied mechanics) without considering cross sectional area and materials. Suppose, point load, W, is applied at center of simply supported beam, bending moment at center is WL/4. Here we aren't concerned about material or cross sectional area. But to know what material and cross sectional are can resist that moment, we we will be entering in design part, which isn't covered here. This tutorial is only about finding how much force, moment acts at each part of beam.

[@alcon21249]

This guy just wanted to show a simple example. Reactions and moments.

[@Tori.Frahmand]

How we can add the dimentions for example 8.1m and 1.2 is sap plz? thanks!)

[@JustLearnCivil]

if you want to add dimensions for beam, column, you can add dimensions where you define beam, column. For grid dimensions, you will be adding "Define grid data". In any text box of sap if you enter 8.1 m then sap will understand 8.1 meter (Text boxes of sap behave like calculator). Could you tell where you want to add dimensions?

[@alcon21249]

You can see what you look for in another video.

[@tiagodossantos929]

Thanks bro

[@youpabloluis]

what can i do to see detailed diagrams of the whole beam? thanks ? :)

[@JustLearnCivil]

Go to Frames/cables/tendons. You can get this by clicking deformed frame shape icon on the toolbar. Then you get a dialog box titled "Display frame forces/stress". There you can select Bending moment diagram, shear force diagram, axial force diagram for whole beam. Also right click on any member and you get details of that member (Here this detail cannot be viewed for whole beam at a time).

[@deepakkulyal5759]

any pdf for the tutorials??

[@JustLearnCivil]

visit blog: justlearncivil.blogspot.com