BEAM DEFLECTIONS USING VIRTUAL WORK METHOD (BESFREN JOHNY)

  Рет қаралды 48,065

besfren johny

besfren johny

Күн бұрын

Пікірлер: 41
@alexanderigasan8740
@alexanderigasan8740 3 жыл бұрын
Sa tuwing nanonood ako ng videos dito sa KZbin especially nagtuturo ng knowledge about my course (Civil Engineering), hindi talaga ako nag i-skips ng ads bilang pasasalamat.
@besfrenjohny
@besfrenjohny 3 жыл бұрын
thank you sir...
@florenceting9824
@florenceting9824 Жыл бұрын
Hello Sir, for example 2 may i know why we need 4 segments? if we have UDL we need to divide those UDL section into 2?
@besfrenjohny
@besfrenjohny Жыл бұрын
oroginall, there are 3 segments...and you will stck to that number if the required quantity is slope of A, B, C and D or deflections of B and C....but what is asked is midspan deflection so you have to create an additional point because the equations for "M" and "m" ia different from B to C...
@florenceting9824
@florenceting9824 Жыл бұрын
@@besfrenjohny iSee.thank you!
@florenceting9824
@florenceting9824 Жыл бұрын
@@besfrenjohny may I confirm that whether we move the cut position to analyse the longer length, or the cut will remain at its position but we just extend the segment to the desired length?
@pearljoyalojamiento5438
@pearljoyalojamiento5438 4 жыл бұрын
Thank you sir, more videos about theory 🙏😊
@besfrenjohny
@besfrenjohny 4 жыл бұрын
i'm currently making videos of the remaining topics...other topics are already available in my channel...much appreciated if you will subscribe and help share my channel to other CE students...maybe these videos will help them in understanding the topics....
@kalidgech-g1h
@kalidgech-g1h Ай бұрын
How can u get 8/5 & 3/5
@besfrenjohny
@besfrenjohny Ай бұрын
you just sum up moment about point C (roller support). you will get 8/5...and then sum up force along the vertical to get 3/5 downward.
@Theguywithephonyname
@Theguywithephonyname Жыл бұрын
Sir salamat sa lecture, question lang po 17:00 bakit po ba yung x distance mo from point E to point C ay hindi (x-6) hindi ba midspan yung E?
@besfrenjohny
@besfrenjohny Жыл бұрын
it's because that distance x-4 is from the cutting section to point B, being the starting point of the uniform load. Notice that there is no change in load from B to C therefore the equation of moment eill not chnage if you consider B to E and E to C... they only differ sa limits...
@shellamayramos2894
@shellamayramos2894 Ай бұрын
Thank you, Sir!
@besfrenjohny
@besfrenjohny Ай бұрын
You are welcome!
@tristanreybaclaan9206
@tristanreybaclaan9206 Жыл бұрын
Ikaw ni sir geffren?
@kimfuentes207
@kimfuentes207 2 жыл бұрын
Si ang baso nayabo na, baso sa 🍻 🍻 😅
@ProjectGingineer
@ProjectGingineer 2 жыл бұрын
Thank you sir. Question, either DIM or Conjugate pag maximum deflection ang hinahanap? dili pwede mag virtual work?
@besfrenjohny
@besfrenjohny 2 жыл бұрын
dili pwd virtual work pg max .deflection...pwd ra DIM....just equate slope to zero to locate the lowest point...once makuha ang "x", substitute ra nimo sa equation....just see my video sa DIM..
@GenknownTutorial
@GenknownTutorial 2 жыл бұрын
Thank you Sir,,
@besfrenjohny
@besfrenjohny 2 жыл бұрын
you are welcome...
@ramegetak633
@ramegetak633 Жыл бұрын
Sir unsaon pg solve if Maximum ang pangitaon?
@besfrenjohny
@besfrenjohny Жыл бұрын
dli na pwd sa virtual work ky i-locate pa man nimo daan ang lowest point...kung virtual work jud gamiton para sa maximum, i-locate sa daan ang lowest point using a different method.
@ramegetak633
@ramegetak633 Жыл бұрын
dghan kaaung salamat sir more power and godbless@@besfrenjohny
@nerizacullado9721
@nerizacullado9721 3 жыл бұрын
hello sir don po sa problem 2 nagmoment po kau sa C,pero pwede din po bang mag moment sa A?,ty po
@besfrenjohny
@besfrenjohny 3 жыл бұрын
sorry....typo error....it's actually moment about A (not C) and then the sign of 240(6)(7) should have been NEGATIVE instead of POSITIVE...but the value is correct...
@XyzaMaeZamora
@XyzaMaeZamora 2 жыл бұрын
sir bakit po negative 15 ang Mab po?
@besfrenjohny
@besfrenjohny 2 жыл бұрын
because when you sum up moment about the cutting section and equate it to zero, Mab and 15x are both counterclockwise so they have the same sign...so when you want to get the expression of M, you have to transpose 15x to the other side so it becomes negative..
@joverybanez3974
@joverybanez3974 3 жыл бұрын
Thank you sir
@besfrenjohny
@besfrenjohny 3 жыл бұрын
welcome...
@MasterTew
@MasterTew 3 жыл бұрын
lasing yarn?
@besfrenjohny
@besfrenjohny 3 жыл бұрын
what?
@jhonpaulopadis5257
@jhonpaulopadis5257 3 жыл бұрын
Mura kuno kag hubog sir hahaha, btw very informative po, thanks
@kennquilang5307
@kennquilang5307 4 жыл бұрын
Teaser nang frames sir? hahaha joke
@besfrenjohny
@besfrenjohny 4 жыл бұрын
hahaha...murag...joke...bitaw, frames ang sunod...then truss dyn...labay2x na pod...
@kennquilang5307
@kennquilang5307 4 жыл бұрын
Okeh kehyo neris technique ray tambal basta mo saka nang temperature hahaha
@besfrenjohny
@besfrenjohny 4 жыл бұрын
@@kennquilang5307 hahaha....
@jurinlicauan8040
@jurinlicauan8040 4 жыл бұрын
Salamat sir
@besfrenjohny
@besfrenjohny 4 жыл бұрын
You are welcome...pls help share my channel if you think that these videos will help CE students in your school ...thank you
@thedymorante9871
@thedymorante9871 2 жыл бұрын
Shat sir
@HashemAljifri515
@HashemAljifri515 6 ай бұрын
English
@besfrenjohny
@besfrenjohny 6 ай бұрын
do you have any questions regarding the video? what part? i will try to answer it...
DEFLECTION OF TRUSSES USING VIRTUAL  WORK METHOD (BESFREN JOHNY)
23:53
Method of Virtual Work - Structural Analysis
10:36
structurefree
Рет қаралды 355 М.
So Cute 🥰 who is better?
00:15
dednahype
Рет қаралды 19 МЛН
Cat mode and a glass of water #family #humor #fun
00:22
Kotiki_Z
Рет қаралды 42 МЛН
We Attempted The Impossible 😱
00:54
Topper Guild
Рет қаралды 56 МЛН
Structural Theory | Beam Deflection using Virtual Work Method Part 1 of 2
17:30
the Engineer's Insight
Рет қаралды 74 М.
BEAM DEFLECTIONS USING MOMENT AREA METHOD (BESFREN JOHNY)
57:40
besfren johny
Рет қаралды 7 М.
Structural Theory | Beam Deflection using Virtual Work Method Part 2 of 2
23:19
the Engineer's Insight
Рет қаралды 44 М.
Unit Load Method (Virtual Work) for Beam Slope or Rotation
25:13
structurefree
Рет қаралды 35 М.
CE Board Exam Review: The Virtual Work Method for Beams
10:27
Kippap Education
Рет қаралды 31 М.
Statics: Lesson 59 - Shear Moment Diagram, The Graphic Method
19:07
Jeff Hanson
Рет қаралды 1,3 МЛН
BEAM DEFLECTIONS USING CONJUGATE BEAM METHOD (BESFREN JOHNY)
34:54
besfren johny
Рет қаралды 3,9 М.
Virtual Work for Deflection in a Truss due to external loads
27:56
STATICS THE EASY WAY
Рет қаралды 22 М.
Deflection of Beams using Moment-Area Method - Intro to Structural Analysis
16:12
Structures with Prof. H
Рет қаралды 55 М.
So Cute 🥰 who is better?
00:15
dednahype
Рет қаралды 19 МЛН