🔥 Truss Analysis Ansys Workbench

[@OMARYassin1]

6:56
I think truss elements should not have transverse deflection.
Your model lacks the pin supports between elements; which distinguishes trusses from other frame structures!

[@amosbanda9657]

Thanks real real helpful

[@solidworksandansystutor]

Thank you Keep Supporting 😊

[@DesignInsightofficial]

at 5:22 the point A is with pin support and you made it fixed
both are different, you're restricting the rotation at point A.

[@sumanbiswas1003]

Sir,please make more video on truss analysis.It is realy helpfull

[@keyurpanchal3518]

how ansys will know about hinge joints between any two truss elements?

[@jaybalaji8896]

Sir your video is very useful .Can you please share the procedure of this experiment

[@maithrirhebbar6546]

Can You help me to do double layer steel dome model

[@meghnagaonkar8625]

What is the easiest way to optimize this truss design?

[@ismailbouziane8674]

Can you help me to show me how can i do the simulation to rack in ansys given that i made the shelving design on solidworks

[@solidworksandansystutor]

send me the design and information about load and boundry condition i will try to help you my email [e-mail]

[@ismailbouziane8674]

@@solidworksandansystutor Okey thanks

[@WhatYourGrandpaSays]

I dont have the line body option. Could you tell me why?

[@solidworksandansystutor]

Every Ansys Version have this option recheck by making sketch again and revise the process.

[@josegoo7453]

In your model you do not release moments, it is like a frame.

[@hamedzarei206]

this tutorial is wrong. this is not Truss. you analyzed Beam. that is awful.

[@solidworksandansystutor]

Truss is the assembly of Beams connected by nodes.

[@justicewolf1172]

This is beam/frame, it isn't truss!!