CE Board May 2022 - Eccentrically Loaded Column (balanced load and balanced moment)

Disclaimer: This is not an actual board exam problem. This similar problem was taken from a review book authored by Engr. Besavilla. CE Licensure is available online, check out their stores :)
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[@maharlikamakiling1311]

Galingg po ng pagkakaexplain niyo. Thank you po

[@alfieevangelista3126]

ano po nangyari sa distance ng eb? bat baging Mb na?

[@clementneildelgado]

Sir for the nominal balanced load (Pb), close enough lang naman ang answer pag neglect the stress of the steel, pwede lang po ba diretso (Pb=0.85fc’ab)? Baka di na applicable for larger area steel sa middle section.

[@jeromemitchiegutierrez6465]

Engr, Sir, may kinalaman po ba ng NSCP 2001, ncsp 2010 & Nscp 2015 with respect to axially loaded column?

[@randolfnolidelossantosrebu3597]

Thank you sir!

[@johnpaulancheta6549]

Sir may mga compilation na po kayo ng ce may 2022?

[@eboratutorials]

hello, wala po. the problem is taken from CE licensure review book ni besavilla. dun may mga similar problems sa lumabas.

[@johnpaulancheta6549]

@@eboratutorials available na po ba yun sir?

[@eboratutorials]

@@johnpaulancheta6549 yes, nakabli ako hehe, check video description

[@shankylezapanta1464]

sir, hindi napo ba talaga pinapasama ng NSCP2015 yung concrete holes sa compression side made by compression steels sa FBD? thank you po

[@emiliojrencarnacion9265]

Thank you Sir 👍

[@rustyantonio8630]

Hello po Sir, pano po kung yung c balanced na nakuha mo ay less than half ng section? Since icoconsider na po ung mga bakal sa gitna na tension, kukuha po ba ng panibagong effective depth?

[@andremoises5592]

yes, magiging tension po yung bakal na hindi sakop ng depth ng "c" or in your case, "cbal".

[@andremoises5592]

sa "effective depth" naman, we calculate the stresses considering different depths (hindi yung sa centroid ng lahat ng tension bars)

[@rustyantonio8630]

Ahh okay po, thank you Sir!