Moment Distribution Method for Beam Analysis - Problem No 11 ( Overhanging on the right side )

Same beam has been analysed by Slope Deflection Method
• Slope Deflection Metho...
Same beam has been analysed by Direct Stiffness Matrix Method,
• Direct Stiffness Matri...
Same beam has been analysed by Stiffness Matrix Method,
• Stiffness Matrix Metho...
Same Beam has been analysed by Flexibility Matrix Method,
• Flexibility Matrix Met...
Same beam has been analysed by Clapeyron's Theorem of Three Moments,
• Problem No 10 on Clap...

[@devanthchandrashekar2939]

Thank you for explaining this in such a simple way😇

[@jennyroseagustin1791]

Thank you so much, Engr.
God bless.

[@violetakoth8360]

Highly appreciated sir

[@tjmunnagaming7686]

Thanks sir.. Love from India..where are you from? And your voice is very sweet

[@Stanacademy]

Hai I am too from India

[@shilpareddy9738]

Sir kindly requesting you please do a video on analyze continuous beam with and without settlement of supports

[@Stanacademy]

czcams.com/video/XMccmIXyij4/video.html
czcams.com/video/d6qhrNNiUys/video.html
czcams.com/video/DyRltY_GQ6M/video.html

[@user-sh6we3to4v]

to find another solve teeeeeeeaaaaacher

[@ebenezeryeboah6780]

Please you didn’t pre explain how to do the table analysis please can explain that to me how we go about it

[@Stanacademy]

In this playlist, watch from the first video. czcams.com/play/PLjJwBYxz7CykHdOE7gVy_KmS-88h_CzcE.html

[@_4M]

why do you consider point (C) as fixed at 5:09 ? but when you calculate it's K value you considered it as pin/roller and used 3EI/L?

[@Stanacademy]

when you calculate fixed end moments, we assume that every span is a seperate fixed beam. So span BC is assumed as fixed beam.

[@sukuruttama97]

10:11 from where that -20 came?

[@sukuruttama97]

ok i got it. is it from the difference between Mcb and Mcd

[@AmanYadav-wc3gt]

Sir what if overhanging span has UDL instead of point load
Then how to calculate it sir ?

[@VGK4TRUTH]

M = (w x L^2)/2
(Explanation)
Total load:
W = w(kN/m) x L (m)
Lever arm:
d= L/2 (resultant acts through midspan of the overhang owing to the symmetry of the UDL)

[@richardsonlafontant4782]

Cross Method