NSCP Allowable Bending Stress

[@reymartgaan2589]

Godblessyou po Always Engr. More videos pa po. 😊

[@m.mamdouh_infrastructure]

hello engineer which standard you are using ?

[@nimrodjr.saclag3966]

Sir, anong section po ba ito sa NSCP 2015? Thanks

[@あさと_uwu]

Good Day po Sir!! May question lng po ako.... pano po pag walang given na M1 at M2, tapos ang hinahanap po ay allowable bending stress... iaassume na lng po ba na M1 and M2 is equal to zero?

[@reymartgaan2589]

21:47 awit😂

[@joserenandosinoy3338]

yon nga tanda na ako nag aral pa rin

[@EngrJerwinVillanueva]

More learnings pa po sir! 😁

[@littlewarrior6415]

Sir what if po kung angle bar po ung given

[@grizmmm167]

Yung derived formulas sa NSCP ay for Wide Flanges only

[@grizmmm167]

The Formulas for Bending stress in the NSCP is for wide flanges only

[@grizmmm167]

no need to overthink sa ibibigat ng profs na section

[@richardberzaga6448]

148MPa naba talaga gagamitin sa fy

[@ateregi]

bd³/12 bat po db³/12?

[@EngrJerwinVillanueva]

Moment of inertia along “y” or vertical axis

[@ateregi]

@@EngrJerwinVillanueva ok po Pala haha. Ty Engr..

[@ninotabacuan1334]

Paano po nakuha si 0.25M sa m po sir?

[@EngrJerwinVillanueva]

Given po yun sa Situation 2.
25% ng Moment

[@reymartgaan2589]

(masipag mag-aral)³ 🤣

[@mylvenboribor27]

May plus ba pag di nag sskip ng ads sir 😆

[@EngrJerwinVillanueva]

Pag isipan ko. 🤔