[1/2] Singly Reinforced Non-Rectangular Beam : Analysis Problem (NSCP 2010/2015)

[@nhaldarts22]

Galing nyo po mag explain sir, thank you po CE student 😊

[@engrpogs]

Thank You , Goodluck sa Studies :)

[@jstorm858]

salamat dito,magandang pang review

[@engrpogs]

welcome po sana makumpleto ko itong RC hanggang sa last topic :)

[@naslizanassir6281]

god bless po..malaking tulong po sa pg review..more videos ..

[@haronibrahim1085]

sir paano po if a

[@jeromemitchiegutierrez6465]

thank you sir and God Bless you

[@kentanilom]

Parang pwede na ko sir maging CE sa mga videos mo. hehe maraming salamat sa pagshare!

[@markarmelempaynado6496]

Love it! ❤

[@jeromemitchiegutierrez6465]

sir pwede bang gamitin and shorts cut na 3/7 d for checking pag hindi nag yield?

[@jellobooze]

nice salamat

[@jefferddelatorre4574]

sir ano po yong magiging area ng reinforcement at maximum area of steel reinforcement?

[@fernandezdaniel414]

Engr., hindi po ma access yung e file. Sana po maayos. Thank you so much po sa mga free lectures.

[@renzchristiandalida9846]

What if semi circle po ung upper part? Pano po makukuha neutral axis?

[@engrpogs]

medyo long explanation po yung tanong nyo pero same procedure lang sya kahit semicircle basta use the formula of the centroid of circle.

[@joker75369]

Sir, Where the fs=600(d-c /c ) comes from?