Structural Theory | Moment Distribution Method Part 1 of 3

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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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Thank you always making it a lot more understandable 🔥

bnyaminsabah
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Very good and funny videos bring a great sense of entertainment!

hoaduong
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Isn't 3EI/L for far end hinged instead of 4EI/L? (9:20min)

dipinnediyaparambath
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Why Kbc=4EI/l and not 3EI/l as the far end is hinged /roller

sohailahmed
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sir pag mag momodified ba, is it always just times to 3/4?

CaspreMUSIC
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Good Eve sir. Ask kolang po if constant po ba yung 3/4 para maging modified yung distribution factor?? sa bandang 24:55 po.

sullezamaes.
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4:19

curious lang po, ano po ba dahilan na ang DF pag fixed support ay zero, at pag exterior hinge/roller DF = 1 ??

tutstorial
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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 ☺☺☺

msraz
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3:02 may formula po ba sa FEM ng trapezoidal load?

experimentoruser
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Sir ask lang po when to use the modified stiffness factor? Sa frames lang ba sa beam din?

ianjhoncaadan
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Hi sir bkit po nag positive ung downward forces 80KN ung pag kuha ng RAv? thanks po

fxuyjqq
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hello sir bakit po 0.003 at 0.002 sa 7th cycle di po ba 0.03 at 0.02 lang po? thank you

MOHAMMADJEFFERSONCLARITOANGGA
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sir, may i ask why did you multiply it in 3/4 in stiffness BC?

mariangraceballadares
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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.

alexanderigasan
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I have one question... Ano mas maganda moment distribution or three moment?

bossanimetv
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Please we want tutorial on principle of design

danielbaakoh.
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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?

shahwarmwaah
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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..

yegormatias
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Hi Sir,

How to calculate the deflection using the moment distribution method ?

shivappaag
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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?

fatimajoydelossantos