PEB with Analytical Modeler: Part 2.3- Define Axial behavior of Bracing||TRUSS/Release, Tension-only

[@zian.2493]

Thank you sir..keep posting such a very informative lessons.😊

[@rohitraghav90]

Sir how can I determine that, where we need to assign bracing as axial load bearing or tension bearing?

[@josephlucas4115]

Nice presentation,may ypu please share a link of that old project which you had to reduce vibration of PEB structure

[@rajatshrivastava7602]

Plz Create a video on Bracings. Thanks

[@anastaha2438]

Hi sir, does purlin need to release axial? because it acts as beam, so mainly bending stress

[@surojit_ghosh]

It is better to consider all force components for purlin member design. If the axial force is small, then the force/capacity ratio will be negligible and will not affect the critical ratio. Also, interaction check is important considering axial + bending condition.

[@anastaha2438]

So, could minor bending or axial force be large? In this case the section it self needs change if so

[@win-pe7ud]

Thanks sir.

[@narasimhamurthyts]

please upload case study

[@rlbconsultants6233]

sir give me your personal number for training

[@rohitraghav90]

Sir how can I determine that, where we need to assign bracing as axial load bearing or tension bearing?