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Sa problem 2 po, bat sin gamit sa (Fr)x? 7:04

Thank you po sir, life saver ka po❤

36.26 poo sir!!! may pa price pa po ba? hahahu. maraming salamat po sa mga videos niyosir anlaking tulong po parasa mga katulad kong hindi kaya ang 4 hours na lesson

sir as per checking po, yung given beam properties po natin does not satisfy doubly reinforced beam method using rho actual and rho max po, mas maliit po yung rho actual natin kesa rho max po so yung given po natin is not a doubly reinforced beam but instead, a singly reinforced beam po

Hello po engr, ano po ang book na reference niyo?

thanku po <3

THANKS SO MUCHJ POO

Waiting po sa next part Sir Mars 😊

Sir, yung Mcr po sa calcu ko at 1:11:55 is 1166642.36

Sir parequest ng lesson regarding columns, pag may time ka hehe.

Hi paano po malaman kung (Xsub1,Ysub1) and (Xsub2,Ysub2) kasi naunang nabigay sa problem mo is (-5,3) . paano naging point 2 po siya and consider as (Xsub2,Ysub2)? Salamat

Akala ko ba sir mag upload ka yung about sa vector

You should have put English captions

Sir parang parehas man sya sa moment center na tinatawag pwede moba sir ma expand Sakin Ang thoughts ko hehehe

❤

hello Sir, do u have reference book po ba na ginagamit?

good morning Sir mars, Pwede po ba makuha ang reference book sa mga sample problems po?

Thank you sir!

Good day Sir, may vid na po ba kayo gamit superposition?

Good morning, Sir! Pwede po ba kami humingi ng more examples po?

Thank you Sir Mars for always giving very useful and informative videos. Greetings from Doha Qatar.❤

As a civil engineering, super ganda ng explanation, huhu sana mag upload pa more topics regarding this subject✨️🔒

♥♥♥♥♥

Very clear explanation. Thank you po.

Thank you Sir Mars

Thank you Sir Mars

Thank you Sir Mars

Thank you sir. Kung Ikaw lng cguro naging prof ko nung college days baka structural engr na ako ngaun.

Good day, sir! Hindi ba 1 until 3 ang limit sa definite integral 8:27? 😅

hello po yung mga tables po ba for dead loads en live loads ibibgay po sa BE. Thankyou po en Godbless.

Haii Sir, incoming 1st yr CE em and i just want to say that i rlly love the way u teach sir. Madami na akon napanuod na vid about dito bat nde ko masyadong gets ksi prang nag rekrekta agad sila to the point and nde masyadong na iintroduce ang lesson. The way u teach sir is very clear and easy to understand po... Nag hahanap po ksi ako ng mga vids about sa mga sub namin pra pag pasukan na is madali akong mka catch up and pra ma survive ko ang college life ko hehe tenks po ulit sir overall 1000/10 po kau saken

sir ask ko lang po ano po gamit nyong book?

Length would be 36.256m sir

ang galing ,super quality content

Thankyou engr more videos pa po❤

How to determine po if singly or doubly?

Thank you so much po!! super helpful!!

Hello Teacher. Can I have pdf Book Lesson Structural Analysis by besavilla? Link download this Book Pleas. thank you very much teacher.

Hello po! Meron po ba kayong video for the solution of the example problem 2?

Hello po! For Member BC po sa 6:49 timestamp, hindi po ba positive 'yung nNL niya since negative po both N at n and positive po 'yung L? Thanks po!

paano mo malalaman if simply supported, one-continuous, both-ends continuous or cantilever po?

👉 'Promo SM'

Thankyou po sir 🤗

pano po pala makuha yung moment sa supports ng slab, sa ibang plans po kase magkaiba po ng spacing yung L/4 top and yung bottom mid Thanks

Hi sir, hindi po ba 36 dapat yung area ng steel for compression? 2(10-1)2=36?

Huhu thank you po sir, ang funny po ng mga “mygad” at “ang hirap naman nito no” pero ang dami ko pong natutunan ❤

hi sir, may concern lang po ako. diba po yung moment of inertia formula for rectangular section is bh^3/12? hindi over 3?

I finally arrived here, but Sir why did you stop uploading RCD videos? 😢

Sir pano po pag hindi po nagyield compression steel?

sir mars may tanong lang po ako. may 3 stages po tayo ng flexural analysis 1. Uncracked Concrete Stage 2. Concrete Cracked - Elastic Stresses Stage 3. Ultimate Strength Stage (Beam Failure) ano po relation nya sa asd (Allowable stress design), LRFD (Load and Resistance Factor Design), USD (Ultimate stress design) Thanks po sir mars.