Moment Distribution Method

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Civil learning online

Civil learning online

Күн бұрын

Пікірлер: 19
@ankitpinara1738
@ankitpinara1738 Жыл бұрын
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
@sbansl7898 3 жыл бұрын
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
@yobrovik 3 жыл бұрын
You are always helpful... Thankyou.
@brianodindo4495
@brianodindo4495 3 жыл бұрын
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?
@stevethesuper
@stevethesuper 2 жыл бұрын
Good job
@sandeshdhungel5783
@sandeshdhungel5783 3 жыл бұрын
Plz make videos on Analysis of sway and non sway frame by moment distribution method
@Civillearningonline
@Civillearningonline 3 жыл бұрын
Ok. Sure.
@blaze102
@blaze102 2 ай бұрын
Sir aapka BMD in higly inaccurate the BM is 6 and calculated support moment are 105KN and you are showing then lower than 6KN in BMD diagram it should come above i mean BMD is not upto Scale
@srinivasmalla8508
@srinivasmalla8508 3 жыл бұрын
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
@Civillearningonline 3 жыл бұрын
Yes. Thanks for addressing it. The length should be taken as 3m while calculating fixed end moment of span BC and CB.
@reviewratna
@reviewratna Жыл бұрын
Please make video of water tank design
@yogeshakv4966
@yogeshakv4966 Жыл бұрын
Good
@experiencetheinfinity
@experiencetheinfinity 2 жыл бұрын
KN -m^2
@politicsindeed300
@politicsindeed300 2 жыл бұрын
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
@DebajyotiBaidya-l7f
@DebajyotiBaidya-l7f Жыл бұрын
❤❤😂🎉😅😊
@shaistabegum765
@shaistabegum765 Жыл бұрын
Take care of units please BM units is kn-m whereas you are showing as kn/m
@Civillearningonline
@Civillearningonline Жыл бұрын
Ok
@Mohits4u
@Mohits4u Жыл бұрын
Angrezi bolni nahi aati to Q bolta hai
@shaistabegum765
@shaistabegum765 Жыл бұрын
Give respect
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