End Moments of Fixed-Ended Beams by Integration | Theory of Structures 

Pwede ka pang magpa burger.

You can use Mode 3:Stat if you are using CASIO fx-991 ES Plus, which is allowed in the board exam.

You are welcome! Glad you like it.

Nakagawa ka na sir. Ano po ba channel mo?

@@MATHalino1 Hindi p po Sir. hopefully soon I'll let you know. medyo busy p po.

Thanks.... sana nga no.

You can do similar approach to sinusoidal loads, make sure your calculator is in RAD mode.

MATHalino thank you for noticing my comment. I was able to answer my assignment using your method of integration. I hope you can make a video about concepts of MAXIMA AND MINIMA a topic in Calculus. 😊😊

Usually kapag ganyang type ng load ay given na yung equation.

oo nga pala sir so bali pwede na magamit kaagad yung summation of Pa^2b/L^2 or yung Pab^2/L^2 salamatp o sir nalinawan na po ako sana po may MDM din po at slope deflection

Yes pwede na. The topics you mentioned, although part of our commitment, we cannot promise a timeline. We are doing RU-vid only in our free time.

maraming salamat po talga sir !

For symmetrical loadings, M_A and M_B should be equal.

Welcome. All the best!

Welcome, and thank you too for the appreciation.

it' my pleasure sir. keep it up sir! collab tayo sir pag bumalik na po ako sa pagiging youtuber.

Nag start ka na? Anong channel mo? Ngayon lang ako nakabalik na pandemic.

@@MATHalino1 di pa, sir. update ko po kayo pag nakabalik nako, sir. thank you, po! parang gusto ko din ang pagtuturo sana, sir. kasi sakto ngayong online class na ang uso, sir . kaya baka magboom channel n'yo ngayon, sir. Huwag ka makakalimot, sir a? hahaha.. grrrrr

hahaha, mahirap yung makalimot, baka di na maalala ang Pythagorean Theorem. 😃😃😃

If your loading is in the form y = sin x, your P will then become sin x dx. Make sure your calculator is in RAD mode.

Sa elastic curve mo tingnan ang sign ng moment, wag sa rotation... (+) kapag mag-bend upward, (-) naman kapag mag-bend downward.

To solve for Ra use summation of moment at B = Mb.

Treated as coordinate system kasi sir na yung origin eh nasa vertex ng parabola.

Ang equation ay depende sa location ng load relative to your xy-plane. Kailangan matatag foundation mo sa Analytic Geometry para maimplement mo 'to ng maayos.

Up

HAHAHA

Yung origin po is nasa vertex ng Parabola. Treated as coordinate system pa rin where the far left's coordinate is (-5,15) and the origin is at (0,0).

@@junex147 hello po, gine-gets ko po yung sinabi nyo pero di ko talaga ma-gets/ma-absorb, please enlighten me po huhuhu

@@junex147 alam ko naman po na yung reference po ay yung nasa vertex ng parabola which is yung origin na 0,0 pero di ko talaga magets bakit distance x+5 po yung a

@@anonymousmoosely908 try to simulate the load. Diba nasa point A siya wherein ang coordinate ay -5 based sa binigay na diagram ni sir. a=x+5 a=-5+5 a=0 Tama kasi if point load lang yan na naka-locate sa support A based sa equation na Pab²/L² , a is practically zero. Now imagine slowly moving towards the end of the load shape. It means it is the appropriate equation for the integral. Parang Integration of Area lang yan where kailangan mo gumawa ng maliit na width (dx) imumiltiply mo sa y pag nabuo is a unit of area.

Thanks.

Baka ayaw nya sayo.

harhar

Yes I acknowledge that, this post so far is my personal way. Please share your way, I am interested, and I am sure many will be benefited too.

its been 4 year? and where is that better way? do act if you talk. you looked like a clown.