Steel Structures: Analysis/Design Course using MIDAS GEN - SIMPLE STEEL TRUSS SHED (Part 1)

[@jovylaroga5807]

THE TOPIC IS HELPFULL FOR CIVIL ENGINEERS WHO ARE NOT FAMILIAR ABOUT THE SOFTWARE.THANK YOU PO😀😊🙂

[@analysisdesignstudio3363]

Thanks Jovy...

[@kaderamraoui7601]

Thank you for all the efforts, our dear teacher. We hope that in the future there will be a complete training from A to Z, to study, model and analyze all the structural elements of a large and complex multi-storey building, in a series of videos, which will be a reference for students and engineers. Thank you for the thousandth time, our honorable teacher

[@analysisdesignstudio3363]

In Sha Allah Offcourse Brother !

[@kaderamraoui7601]

Thank you my friend

[@harmkmmuhammadkamranmalik1745]

Good job

[@just6q]

when do we do the beam end releases?

[@analysisdesignstudio3363]

Moments release When you dont want to transfer moments from beam to othr membr

[@piowilliamlumongsod8659]

Thank you so much!

[@zohaibahmad5835]

It would be quite useful if you could make the Analysis & Design of Steel Structure on SAP2000 as well.

[@analysisdesignstudio3363]

In Sha Allah Sure.

[@ahmedhyd867]

Nice explanation, Thanks. Make some tutorials on steel structure as per IS 800 2007 code focusing on effective length calculation, wind load etc

[@analysisdesignstudio3363]

Thanks Brother.. In Sha Allah will work on it..

[@EngineerHassanTahir]

Please also make videos of steel structures using sap 2000, and how to solve manually

[@analysisdesignstudio3363]

Ok. Soon

[@muhammadnaumanjawad1512]

Sir! Kindly show us how to apply Seismic and Wind loading for the same Truss using the same software. Thank you.

[@analysisdesignstudio3363]

Wind load on these type of structures must be applied manually. See my Wind load calculation videos. In Sha Allah I will make videos for wind and seismic loads on midas gen as well..

[@Oscar-zt2di]

Release the shear force in the direction of the y axis My,Mz,, I not understand

[@analysisdesignstudio3363]

I did not get your question. Please clearly explain the question