Structural Theory | Moment Distribution Method Part 1 of 3
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- Опубліковано 1 жов 2024
- 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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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.
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 ☺☺☺
Isn't 3EI/L for far end hinged instead of 4EI/L? (9:20min)
yun gna din po iniisip ko ehb
hello sir bakit po 0.003 at 0.002 sa 7th cycle di po ba 0.03 at 0.02 lang po? thank you
Why Kbc=4EI/l and not 3EI/l as the far end is hinged /roller
Good Eve sir. Ask kolang po if constant po ba yung 3/4 para maging modified yung distribution factor?? sa bandang 24:55 po.
Hi sir bkit po nag positive ung downward forces 80KN ung pag kuha ng RAv? thanks po
Where did u get DF BA= 0.6
You're amazing
So informative. Thanks prof.
I have one question... Ano mas maganda moment distribution or three moment?
three moment engr, approximation lang kase sagot ng moment distribution
Why multiply by 3/4
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
ua-cam.com/video/rI9qaseL1rs/v-deo.html
Complete lecture on Finite element in structural analysis for beginners
ua-cam.com/video/KtdWo95cn6w/v-deo.html
Please we want tutorial on principle of design
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
ua-cam.com/video/rI9qaseL1rs/v-deo.html
Complete lecture on Finite element in structural analysis for beginners
ua-cam.com/video/KtdWo95cn6w/v-deo.html
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?
4:19
curious lang po, ano po ba dahilan na ang DF pag fixed support ay zero, at pag exterior hinge/roller DF = 1 ??
ua-cam.com/video/rI9qaseL1rs/v-deo.html
Complete lecture on moment distribution for beginners
ua-cam.com/video/rI9qaseL1rs/v-deo.html
Complete lecture on Finite element in structural analysis for beginners
ua-cam.com/video/KtdWo95cn6w/v-deo.html
Very good and funny videos bring a great sense of entertainment!
Thank youuuuuuuuuuuuuuuuuu
thank you sir really helpful
Thank you Engr. Jay C very useful
Complete lecture on moment distribution for beginners
ua-cam.com/video/rI9qaseL1rs/v-deo.html
Complete lecture on Finite element in structural analysis for beginners
ua-cam.com/video/KtdWo95cn6w/v-deo.html
Salamat po, Sir..
Complete lecture on moment distribution for beginners
ua-cam.com/video/rI9qaseL1rs/v-deo.html
Complete lecture on Finite element in structural analysis for beginners
ua-cam.com/video/KtdWo95cn6w/v-deo.html
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?
ask lang po ako sir, what if both ends have the same support like roller or hinge, applicable po ba yong shortcut method?
Hi Sir,
How to calculate the deflection using the moment distribution method ?