Doubly Reinforced Beam USD (NSCP 2015) TAGALOG - Problem No. 1 (Part 1 of 2)

[@marielquinto3882]

Sa sobrang galing mo magturo Sir, di ko talaga iniiskip ang ads. Deserve

[@jeremypastorfidecabradilla2483]

Andali ko pong naintindihan. Napakalinaw ng mga concepts. I already watched all your lecture videos and sulit na sulit Sir. More example sana sir sa Design ng Doubly kasi analysis lang yung meron. Yung nagyield at hindi nagyield sana sir sa design ng doubly . Thank you!!!!!!

[@Dragon_Lion_76]

Salamat idol tuloy tuloy mo lang yan marami kang matutulungan na maging future Engineer!!!👍🏻👍🏻👍🏻👌🏻👌🏻👌🏻

[@giofrancisco7959]

Galing! Sobrang linaw at madali intindihin.

[@edwarddelmundo6663]

Salamat po idol, magaling kang mag explain..

[@wonderfullyweird]

Nakikinig ako ng seryoso tapos biglang magsasabi si sir ng 'Oh ano naman?' tawa kami bigla ng pamangkin ko eh hahahaha

[@alyssajoyhilaos448]

Thank you Sir! Malinaw pagkakaexplain!

[@trinidadjohnlimuela.881]

Hello po, kapatid po ako ni Sir Richard and sayang po di po namin kayo nakita during OJT namin. Madami po kami natututunan sa mga videos nyo po.

[@hanzrey7499]

sir pwede po ba na rho max and rho actual ang ipag compare since may formula naman na po yung rho max? thankyou po

[@reyjamot3813]

Idol Engineer, sana ma notice nyo po, sana gumawa din po kayo ng video about sa strength of materials, yung mga Double integration method, conjugate beam method, etc. Thank you idol Engineer 💯💪

[@francismiguelsantos5368]

Good day, Engr. Ask ko po bali doon sa mga SRB examples nyo, NSCP 2001 ang approach na ginamit to check if SRB or DRB. Tama po ba? Thank you.

[@jamesdarrelmanalo213]

Hello po, yung part po ba ng Tension, wala na po siyang variation na katulad ng sa compression na meron pong Cs at Cc? thank you po

[@markkennethmariano9680]

Sir pano ba nakuha yung d’ pag magkaiba yung diameter of bars

[@jbb1380]

sir pwede ba icheck yan gamit nalang p act at pmax . Pmax NSCP 2015 yung may 3/7at 3/8 (tension controlled)?

[@jp9523]

Instead of Asmax vs. As act, pwede nmn diba Pact vs. Pmax

[@kimryanpomar4165]

Sana meron din po sa Steel Design 🙏🙏🙏

[@RC-mu5bh]

Sir pano po magcompute ng As max if irregular yung shape ng DRB? Salamat po!

[@johnrickorgasan6119]

Sir idol example din sana ng column design. Salamat idol

[@ruelcauilan6400]

hello po idol, paano po pala yung actual application ng SRB and DRB ?

[@markadduru5011]

Sir tanong lang po, bat ginamit yung 0.004 na strain if wala namang Pu to compare sa 0.10f'cAg.thank you po.

[@CivilEngineerMachan]

Kung iintindihin natin yung sinabi sa structural code: Pu is the axial capacity of the member (beam) and if it is less than 0.10f'cAg, pwede natin sabihin na ina-analyze natin yung beam na mas maliit pa sa 10% ng axial force ng concrete yung expected na kaya nyang buhatin. And since walang sinabi sa problem na subjected ung beam natin sa axial force, na-satisfy na nya yung condition na yan. Kumbaga ang gusto sabihin ni NSCP, yan ang analysis sa beams na nineneglect na ang axial force. PS: The main and common purpose of beams is to carry flexural bending stress of a structure; and columns are to carry axial loads. Thank you for the question! :)

[@markadduru5011]

@@CivilEngineerMachan Thank you sa explanation Sir..ang gamit kasi namin noong review ay 0.005 para makuha As max for singly.

[@CivilEngineerMachan]

@@markadduru5011 actually nung college ako 0.005 and 0.004 namin chinecheck pero hindi ko pa nabasa nun ung actual statement ni NSCP.

[@markadduru5011]

@@CivilEngineerMachanThank you po Sir.

[@bryanlloydpallega3579]

We're using 0.005 , san po yan ginagamit yang 0.005?

[@CivilEngineerMachan]

0.004 and 0.005 rin ang gamit ko nung college. Actually marami ring usapan dyan kung ano ang gagamitin e. Sinunod ko na lang yung inistate mismo sa NSCP

[@bryanlloydpallega3579]

@@CivilEngineerMachan Nakita ko din sa Vid ni Jaydee Lucero ehh, magmatter ba master?

[@marsthewargod2095]

Bakit already givem na ang effective depth? Paano kapag hindi. Paano ba ang process?

[@CivilEngineerMachan]

Ang pwedeng mga ibigay sayo na given pag walang snabi na effective depth: total depth, steel cover, concrete cover, clear concrete, diameter of stirrups. Pag meron yan macocompute na eff depth

[@marsthewargod2095]

@@CivilEngineerMachan salamat po. Parang singly lang pala. Pag hindi naman uniform ang distribution ng bars? Like 1st layer is 4 and 2nd layer is 2. Then I'll use the Varignon's theorem centroid.

[@lesleidadulla8733]

Sir paexample po Non Rectangular USD ❤️

[@bryandeleontrambulo5011]

Baka naman pwede maka hinge po ng notes mopo sa Concrete design

[@daguioangelicae.4342]

sir pano po pag di given yung fy?

[@CivilEngineerMachan]

Given dapat sya. Try to check baka grade ung pagkasabi sa problem

[@keananmaranan4299]

“Is equal to” is the correct grammar

[@Daniel123Sicat]

Saan nakuha yung Beta1 =0.85 kapag F'c is less than or equal to 28 MPA

[@CivilEngineerMachan]

According to NSCP