BEAM TUTORIAL #1- Analysis of Beam in SAP2000

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This video in on SAP 2000.
SAP 2000 version 20 has been used.
This video covers

-Modelling of beam in SAP2000

-How to choose unit in SAP2000 (REMEMBER TO CHOOSE REQUIRED UNIT OF MEASUREMENT IN THE BEGINNING OF MODELLING. YOU CAN USE IT AS FIRST STEP OF MODELLING. LATER CHANGING UNIT WILL NOT ACTUALLY CHANGE THE UNIT BUT CONVERT IT. FOR EXAMPLE IF YOU ENTERED 4m AND CHANGE UNIT TO mm THEN YOU WON'T GET 4mm BUT YOU WOULD GET 4000mm. HOW EVER IF YOUR UNIT IN SAP IS METER (m) BUT YOU WANT TO ENTER IN MILIMETER (mm) THEN YOU CAN ENTER VALUES 4000mm THEN OUTPUT WOULD BE 4m.

-Drawing members in SAP2000 using Draw tool

-Assigning supports (hinge, roller, fixed support)

-Assigning/applying load (point load, distributed load, uniformly varying load/UVL/Trapezoidal laod)

-Relative distance and And absolute distance

-Analysis of Beam

-Viewing output of sap2000- Bending moment, shear force

-viewing deformed shape of beam

-deflection at different points of beam

-shear force, bending moment, deflection at all the points of beam

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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

masdiaz
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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.

RGeoOfficial
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thank you this tutorial was very helpful

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

giovannirecchia
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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!

andrewmills
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Sir can you model solid sylinder in SAP2000???

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

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

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

youpabloluis
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why did not you define section and material properties?

dilippoudel
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