I used to record your lecture sir back when i was still reviewing in GERTC, because on my mind "Sir Gille gud ni" , then play it back on my study if nahirapan ko sa topic. Sadly months after i passed the board na corrupt aking files and now after seeing this video. Wooohoo. Regards to master onde,duaso and ofcourse, prophet Gille :D im from batch 2k16.

Thank you sir! Alam ko na saan ako mag re-review sa sunod😊.

Thank you sir, very well explained and very good presentation. I am a new subscriber to your channel.

Thank you sir.Very well explained.God bless.Hope more videos.

Very well explained. Thank you po Sir. ❤️ Nahirapan po ako intindhin yung sa book lang, then nakita ko tong video ayun malinaw na sakin. 👍🏼❤️

very detailed explanation sir. thank you

Thank you sir, very well explained, dami ko po natutunan, nag subscribe po ako . God bless po .

ang galing niyo po magturooo na gets ko o doublyy more videos po sir G

Thank you so much sir!

Thank you so much! Sir 🙂

Ayus..just what I needed

Sir, yung limit po ba sa max As is As(balance) or 0.75As(balance) Great Video nga po pala Sir, Laking tulong po, Thank you!

may i know sir kung paano makuha si net tensile stress?

sir pano po pag ang given ay deadload moment tsaka liveload moment

Sir example pano kunin and depth and width of beam. . .

Waiting here

sir request ko po foundation, column and slab design. salmaat po ng marami!

Well explained! sir can you make a video on design of doubly reinforced beam?

Theory sir😁

Hi sir. How about sir if malaki ang compresion steel area compare sa tension steel area. posible po ba yun?. yung design po nang structural namin.. dimension b=400mm h=600mm cover 50mm Bootom bars= 2-25mmm Top bars 3-25mm fc'=41.41Mpa Fy=414Mpa Nong try ko po e solve Negative value nang a. By the way po former student niyo po aku last year.

@villapusa4825

Жыл бұрын

Possible naman yan pero ang nacompute ko ay: a = 40 c = 53 fs = 5477 Mn = 195

Lumabo po ung video nyo..