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Thank you for explaining this in such a simple way😇
Thank you so much, Engr. God bless.
Sir kindly requesting you please do a video on analyze continuous beam with and without settlement of supports
th-cam.com/video/XMccmIXyij4/w-d-xo.htmlth-cam.com/video/d6qhrNNiUys/w-d-xo.htmlth-cam.com/video/DyRltY_GQ6M/w-d-xo.html
Highly appreciated sir
to find another solve teeeeeeeaaaaacher
Thanks sir.. Love from India..where are you from? And your voice is very sweet
Hai I am too from India
Please you didn’t pre explain how to do the table analysis please can explain that to me how we go about it
In this playlist, watch from the first video. th-cam.com/play/PLjJwBYxz7CykHdOE7gVy_KmS-88h_CzcE.html
Cross Method
10:11 from where that -20 came?
ok i got it. is it from the difference between Mcb and Mcd
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?
when you calculate fixed end moments, we assume that every span is a seperate fixed beam. So span BC is assumed as fixed beam.
Sir what if overhanging span has UDL instead of point load Then how to calculate it sir ?
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)
Thank you for explaining this in such a simple way😇
Thank you so much, Engr.
God bless.
Sir kindly requesting you please do a video on analyze continuous beam with and without settlement of supports
th-cam.com/video/XMccmIXyij4/w-d-xo.html
th-cam.com/video/d6qhrNNiUys/w-d-xo.html
th-cam.com/video/DyRltY_GQ6M/w-d-xo.html
Highly appreciated sir
to find another solve teeeeeeeaaaaacher
Thanks sir.. Love from India..where are you from? And your voice is very sweet
Hai I am too from India
Please you didn’t pre explain how to do the table analysis please can explain that to me how we go about it
In this playlist, watch from the first video. th-cam.com/play/PLjJwBYxz7CykHdOE7gVy_KmS-88h_CzcE.html
Cross Method
10:11 from where that -20 came?
ok i got it. is it from the difference between Mcb and Mcd
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?
when you calculate fixed end moments, we assume that every span is a seperate fixed beam. So span BC is assumed as fixed beam.
Sir what if overhanging span has UDL instead of point load
Then how to calculate it sir ?
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)