Moment Distribution Method

Hello guys,
Here i have posted an example based on sinking support. And i have dealt with all the concept which one needs to solve such numerical.
There are some other examples too.
Here are the links:
Example 1:
• Moment distribution me...
Example 2:
• structural analysis - ...
Example 3: Question given by a viewer from Hongkong
• Structural analysis - ...
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Are you looking for?
Conjugate beam method in English:
• Conjugate beam method
STIFFNESS MATRIX METHOD:
• Matrix Method-Stiffnes...
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#civillearningonline
#momentdistributionmethod
#sinkingsupport

[@ankitpinara1738]

In moment calculations due to 13 mm deflection, the EI is also different in different members, so moments calculated by you without considering correct EI value, results in drastic moment difference, for ex, final Moment AB = 235.221 Kn.m, other than that very nice explanation. It is indeed a complex problem to solve. Good job, Keep it up. Small suggestion, in compare to Given loading conditions, the moment produces by support sink is huge, so either the loading should be more heavy, or deflection should be less.

[@sbansl7898]

Sir ,should the value of I i.e. moment of inertia in the term 6EI∆/l^2 not be changed for each span...as varying rigidly in goven beam?

[@yobrovik]

You are always helpful... Thankyou.

[@stevethesuper]

Good job

[@brianodindo4495]

I think the FEM for span AB= -Wab^2/l^2 while BA=+Wa^2b/l^2 but your FEM for BA is the same as that for AB?

[@yogeshakv4966]

Good

[@experiencetheinfinity]

KN -m^2

[@sandeshdhungel5783]

Plz make videos on Analysis of sway and non sway frame by moment distribution method

[@Civillearningonline]

Ok. Sure.

[@reviewratna]

Please make video of water tank design

[@srinivasmalla8508]

Brother small mistake in fixed end moments Moment BC and CB calculation was correct but u mentioned length as a 4 meter instead of 3 meter please check

[@Civillearningonline]

Yes. Thanks for addressing it. The length should be taken as 3m while calculating fixed end moment of span BC and CB.

[@politicsindeed300]

Final moment diagram galat ha. As one end of AB is having negative bending moment and another BA is also negative bending moment So it is to be shown downward but you show both upward. Which is done when both AB and BA are of opposite sign

[@user-hw9lt6dh1y]

❤❤😂🎉😅😊

[@shaistabegum765]

Take care of units please BM units is kn-m whereas you are showing as kn/m

[@Civillearningonline]

Ok

[@Mohits4u]

Angrezi bolni nahi aati to Q bolta hai

[@shaistabegum765]

Give respect