[1/3] Singly Reinforced T-Beam : Design Problem (NSCP 2010/2015)

[@engrpogs]

use the value of a(max) to determine the value of As(max), di kasi naisama sa video.

[@rizzamagtibay8488]

Engr. paano pag sinabing design flexural strength ano po dapat hahanapin?

[@engrpogs]

@@rizzamagtibay8488 moment capacity po

[@rizzamagtibay8488]

Yun po ba engr yung sa formula po ng fb=MC/I or bukod po yun sa Tbeam ? Or yung Mu po?

[@Bini_002]

Bakit Po Ang nilagay nyong value nung Ac2 ay 71.215(250), di Po ba dapat 171.215(250)??😁

[@andreicantago2901]

Engr. Pogs.. Salamat po dito sa lectures..... Peace be with you po..... :)

[@naslizanassir6281]

malaking tulong engr. more videos po . . keep safe

[@aikoviasupremomalagueno1455]

Yung sa 16:14 po na may bw saan po nakuha yunh bf na 800? Yung bf po na 820 po ba yun?

[@AdreanGallardo]

Engr ask ko lang pa bakit ang maximum a na magyield ang bakal ay hindi nangaling sa fs=fy

[@suhocruz8113]

Abo po ang Moment carries by flange?

[@anthonyellorda8030]

Sir hoping masagot po. Ask lang po if yung As ba namakukuha sa Asmin lang po lagi icompare? Salamat po.

[@patrickfernandez1275]

Sir di na po kelangan i-check sa Asmax?

[@engrpogs]

Hi yes di kasi nasama sa video, use the value of a(max) to solve for As(max) thanks for your great comment!!

[@patrickfernandez1275]

@@engrpogs sige po sir salamat!

[@joshuajohnjulio]

sir diba ginagamit lang po yung value ng As min na nasa vid kung negative moments (or flange in tension) and statically determinate ang T beams? tnx po hehe

[@Doraemon99828]

San po nakuha yung fs?

[@jayvenesplana8248]

Good day sir. May clarification lang po ako about sa value ng b(w), kasi based po sa NSCP 2015 yung values po na makukuha dun sa dalawang formula na prinesent mo which are 2bw at bf ay kinoconsider lang kapag yung flange ng T-beam ay under tension. Tama po ba pagkaunawa ko o hindi? Medyo naguluhan po kasi ako dahil ginamit niyo dito sa problem. Thank you po in advance ☺️

[@mr.d3916]

Tama ka. 2bw and bf is only applicable when the flange in on the tension side which is the case for statically determinate beams such as simple beam with inverted t beam and cantilever beam with upright t beam. Thus, for continous beams, regardless if the tension side is on the flange or not, use only the bw for the computation of the minimum reinforcement.