Structural Theory | Moment Distribution Method Part 1 of 3
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- čas přidán 26. 03. 2021
- MDM part 2 of 3 • Structural Theory | Mo...
MDM part 3 of 3 • Structural Theory | Mo...
Learn the method of analysis for an indeterminate frame
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I am Jay T. Cabuñas, Civil engineer and an engineering professor.
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Sir dun sa 7 cycle
(-0.05)(-0.6)= 0.03 not 0.003
(-0.05)(-0.4)=0.02 not 0.002
Thank you sa video.
So informative. Thanks prof.
Very good and funny videos bring a great sense of entertainment!
thank you sir really helpful
You're amazing
Thank you Engr. Jay C very useful
Complete lecture on moment distribution for beginners
czcams.com/video/rI9qaseL1rs/video.html
Complete lecture on Finite element in structural analysis for beginners
czcams.com/video/KtdWo95cn6w/video.html
Good day Sir, ask ko lng po sana bakit po PL/8 yung ginamit niyo which is applied po sya if both ends are fixed? meron po kase akong nakitang 3PL/16 for fixed and roller support po, same lng po ba yun? thank you sir your tutorial po is very clear :) hoping to notice po ☺☺☺
Good Eve sir. Ask kolang po if constant po ba yung 3/4 para maging modified yung distribution factor?? sa bandang 24:55 po.
Where did u get DF BA= 0.6
Please we want tutorial on principle of design
Thank you po btw sir tanong lang Engr Jay ano po yang gamit nyong app ano po name ng notebook na sinusulatan nyo po Sana po masagot TY..
3:02 may formula po ba sa FEM ng trapezoidal load?
hello sir bakit po 0.003 at 0.002 sa 7th cycle di po ba 0.03 at 0.02 lang po? thank you
Hi sir bkit po nag positive ung downward forces 80KN ung pag kuha ng RAv? thanks po
Thank youuuuuuuuuuuuuuuuuu
Why Kbc=4EI/l and not 3EI/l as the far end is hinged /roller
Salamat po, Sir..
Complete lecture on moment distribution for beginners
czcams.com/video/rI9qaseL1rs/video.html
Complete lecture on Finite element in structural analysis for beginners
czcams.com/video/KtdWo95cn6w/video.html
Isn't 3EI/L for far end hinged instead of 4EI/L? (9:20min)
yun gna din po iniisip ko ehb
Question poh sir. Diba poh ang nakuha natin sa Mba = -83.325 kN, bakit poh ginawa natin positive nong nag-draw na poh kayo ng line (beam) with moment Mab & Mba for solving vertical forces?
Complete lecture on moment distribution for beginners
czcams.com/video/rI9qaseL1rs/video.html
Complete lecture on Finite element in structural analysis for beginners
czcams.com/video/KtdWo95cn6w/video.html
Why multiply by 3/4
Hi Sir,
How to calculate the deflection using the moment distribution method ?
Sir pahelp naman po pano baligtad na propped cantilever? possible po ba mag MDM ng 2 supports lang po A is rollers and B is Fixed with 3 concentrated load in between A & B?
Complete lecture on moment distribution for beginners
czcams.com/video/rI9qaseL1rs/video.html
Complete lecture on Finite element in structural analysis for beginners
czcams.com/video/KtdWo95cn6w/video.html
4:19
curious lang po, ano po ba dahilan na ang DF pag fixed support ay zero, at pag exterior hinge/roller DF = 1 ??
czcams.com/video/rI9qaseL1rs/video.html
Complete lecture on moment distribution for beginners
czcams.com/video/rI9qaseL1rs/video.html
Complete lecture on Finite element in structural analysis for beginners
czcams.com/video/KtdWo95cn6w/video.html
ask lang po ako sir, what if both ends have the same support like roller or hinge, applicable po ba yong shortcut method?
I have one question... Ano mas maganda moment distribution or three moment?
three moment engr, approximation lang kase sagot ng moment distribution
Sir? Ung 3/4 na imumultiply sa K sa shortcut method ay constant po ba? Or nagbabago po depende sa fixed-end moments?
Constant po.
@@engrjayc ok po. Sir will it matter if either relative or absolute stiffness (K) ung gagamitin?