ANALYSIS of STEEL COLUMNS - Slenderness Ratio, Buckling, and Allowable Load (STEEL DESIGN)

[@fidelespiritu2110]

Very helpful. Thank you very much and more success to GERT, to Engr. Gillesania specially.

[@travelgoal2159]

Thanks for the videos.. May natutunan talaga ako. God bless.

[@servanthood6135]

Thank you sir for sharing your videos.

[@joshuarivera8929]

Solid GERTC! the best RC!

[@RAYA-wb1ve]

Very clear po yung explanation sir. Just to ask lang po sir always assumed po ba na hinge or fix pin po kapag ganitong case and wala binanggit what type of connection? Thank you sir sana po masagot. 8:16

[@manuelmanansala6436]

Ayos pats.

[@philipjohnmercado6506]

Ano difference niya sa pagcompute ng 4.71sqrt(E/fy)

[@kimryanpomar4165]

Sir ito parin ba gagamitin sa May 2022 CELE? ty🙏

[@martrayleigh7988]

Ayos pats!

[@percibalfelicesjr4203]

Ayos pats

[@jayarrosas9669]

Sir footing din po . God Bless!

[@beleteaymelo8629]

potting of moment vs slenderness???

[@ashleyodelle2281]

Sir, will we still encounter problems in our board exam that will use the 2001 Code? In our senior year, we were using the 2015 Code and the formulas used in steel design (especially for flexure) in the 2001 Code are somewhat different from what we're used to. Should we start browsing the 2001 Code na po ba? Thank you po. More power.

[@GillesaniaEngineeringVideos]

Ashley O'delle unfortunately yes

[@georgen9755]

Board of which college ???

[@alexejcrescini263]

👍

[@markanthonysalatan9062]

ayos pats

[@civilkonstruct]

maupay ine.. Sir

[@maryfranzculi3813]

ayus pats :)