วีดีโอ

Next, group 2

Thanks sir am enjoying in uganda influence lines

not nice, use english and you not explaining well

thank youuu sirrr huhuhu

things po!!

very useful. dami kong napanood na videos ito lang na gets ko thank you sir

Paano sir pag nagmo-moment ako sa B same din po ba ang Ay and By?

Can you do this with superposition or moment area method??

thanks brother

4:37 anong reference po nung table na pinakita?

Many thanks to your efforts, highly appreciated 🙏🏻

Literally a life saver. Instant sub. I was really stuck! Thank you so much.

Why are you not explaining certain things. It's confusing for totally new learners

Hello po! Ask ko lang po sana kung paano nyo po na derived ang formulas for trapezoidal and triangular loads? Or may pinagbasehan po ba kayong book? Thank you.

You legend, saved me on my quiz. Love you.

Hindi napo ba need i convert yung i to ft⁴?

sir sa case 1 san galing yung 0.1042?

Bakit po limit is 0 to 2?

❤❤

why did you bother showing equivalent loads and not use them in an example and not show all calculations, this is hard to follow

Thank you po!

at 15 min 34 seconds (x-4) where is coming from. it must be (4-x) so we cant simplify just look at this video again

What is 1500 in denominator and how you calculate it

I believe this is quite similar to Macaulay's method.

❤

why po hindi iniinclude yung area sa pag kuha ng weight sa slab? applicable pa din po ba if magkaiba yung sukat ng short side?

thank for this sir please turtoria on civil engineering work and also please what software are you using

saan po ba galing yung 0.20?

Lagend

Sir tanong ko lang, bakit 20ft gamit mo sa x nung pagkuha sa C1? Hindi ba 28?

Can you explain how the ordinate at B became -2 ?? using ratio and proportion.. d ko magets 🤔 ..

7:31 paano po sir nakuha ung 1m at 2 meter in B to C?

Very usefull

ok

Salamat po Sir

Please explain how the ordinates at point B is computed by ratio and proportion. Looks like you were just performing magics there.

Mali yung solution sa unang problem.Huwag niyong gayahin,

I hsve ? Any email ?

How to do for simply supported beam with two inertias and a point load located in the point of discontinuity?

Sir, bakit hindi 1 to 3 ang limit ? sa 6Aa/LL

Paki explain po.saan galing mga numbers

Paano po kapag yung type of load is 6Aa/L = 5/32 (wL)^3, paano iyon ma derive for integration?

how to calculate region proportion at point b 8:01

Thank you very much sir

I have just question sir why at the last part (letter D of the questions) why did you not solve and add the concentrated load? Why did you just consider the dead and live loads only?

Amaizing explanation i like it!

At 9:40 how you got 12-X

👌👌

Sir good morning po, ask lang po how come di po nagamit yung formula for trapezoidal loads? bakit WS/2 pa rin po kahit two-way slab?

You didn't show the solving process 😠