Beam Deflection by Double Integration Method sample problem | tutorial video

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Video description:
This video discusses a sample problem that uses boundary conditions in double integration method.
Sample Problem:
Determine the maximum deflection of the
cantilevered beam. The beam is made of material having an
E = 200 GPa and .
Intro and Sample problem 1:
• Double integration met...
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[@Doit_tv]

I ,,Lodi kita sir the way ka mag explain..👍👍👍

[@TutorJackPh]

Thanks lods

[@sirisalasreevidya5879]

If I can take the x-x plane in left side at a distance of x from point B then there is no need to Ra and Ma values

[@russelllloydsantos3329]

thank you po

[@dandan7191]

Well explained, Sir! Medyo gets ko na bakit kailangan iextend or gawing continuous yung distributed load. Problema nalang spandrel ang given at ieextend namin 🥶

[@TutorJackPh]

Haha yan mejo tricky lods 😅

[@waleedalshammri420]

Thank us very much for explaining but from where u get examples?

[@TutorJackPh]

Hello. I get it from Hibbeler's book 😊

[@earlkennethgeroche8140]

Bakit sa rectangular load di inadd yung additional load

[@rtvlogs9814]

Dba nag cut ka sir? Bakit 1.5 parin dba dapat x-1.5 na

[@simplemathguy]

Yeahh. Same thought. Di sila equal 1.5 m

[@user-mm7ni8oz6y]

24.10 why is it out of range

[@Ian028]

Hindi po ba Conjugate beam method eto?

[@asawanirajriego4119]

Hello sir. Pano po pag yung fixed support is nasa dulo ng beam? if mag-cut na po tayo ng beam sa dulo and have the total lenght as x na, hindi na po ba masasali yung moment and reaction-y sa dulo ng beam sa moment equation?

[@TutorJackPh]

Hello po. Pag nagcut po nh section tapos iconsider yung opposite side ng support, d na masasali yung reactions, kaya lng kelangan mo pa din isolve yung resulting internal forces dun sa cut section, w/c is somehow, kelangan mo pa rin isolve gamit yung reactions

[@asawanirajriego4119]

@@TutorJackPh Okay po, thanks po sir! God bless po

[@awitlamadrid2729]

Ano po nang yare po sa 15kn na load na nasa dulo po?

[@henrybofoi8470]

na solve na po yan ng nag moment sa A.

[@anguianoolverayairomar2637]

What book do you used??

[@oeaaoueo1689]

same question

[@randomvid3eos621]

Superbook po

[@TutorJackPh]

Mechanics of Materials by Hibbeler

[@aprilgeraldmanaoismalicdem2937]

bat po slope equation ginamit nyo sa B.C.? tas bakit po x=0 po ginamit sa pagkuha ng c1.

[@maricorcayao2000]

@Tutor jack ph, Good day po, same question po...baka pwede nyo po masagot question namin?..Godbless and have a great day po

[@arneljesanchez1684]

C1 will be 0 if the first support is fixed

[@mistyannejoyria7602]

TA PAG NAKA PASA AKO DITO SA STRENGTH OF MATERIALS SHSHARE KO LAHAT VIDEOS MO SA FB KO HAHHAHAHHAHAHAHAHAHAHHAHAHA

[@TutorJackPh]

Haha kausapin ko prof mo char haha Aral lng lods 🤙

[@hjhjhjh9172]

pano naging positive yung 15 sa dulo?

[@randomvid3eos621]

Magic po

[@TutorJackPh]

positive yung 15kN pag nagsum up moment sa A kasi ginawa natin positive counter-clockwise, para masunod na din assumption natin ng direction sa moment reaction sa point A. Negative sana yan lahat ng moment (except moment A), pag nasa kaliwa ng equation, paglipat sa kanan, ma positive na yung moment ng 30kN/m at 15kN. Sana po klaro pagkaexplain haha