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Bro! @16:54, why did you use 3-girder formula for SF due to We, how can we be sure it's same for both 3 and 2 hinged bridge?
Bending moment me jo 30×20(20/2) ki value 6000 aayi hai... Apne 12000 kese liya..
Jawab mila ho to bata Dena kese 12000 aaya
bro DLdont produce any shear or bending moment on girder
Sir how bending moment at c is zero.it is a two hinged arch .plz mention
bcoz we take moment on cable not on girder
Sir baaki sub to okk h par last BM calculation me canfusion h.
DEAD LOAD DOES NOT CAUSE ANY BM OR SF IN GIRDER.
Awsm
Thanks
Nice
Bro! @16:54, why did you use 3-girder formula for SF due to We, how can we be sure it's same for both 3 and 2 hinged bridge?
Bending moment me jo 30×20(20/2) ki value 6000 aayi hai... Apne 12000 kese liya..
Jawab mila ho to bata Dena kese 12000 aaya
bro DLdont produce any shear or bending moment on girder
Sir how bending moment at c is zero.it is a two hinged arch .plz mention
bcoz we take moment on cable not on girder
Sir baaki sub to okk h par last BM calculation me canfusion h.
DEAD LOAD DOES NOT CAUSE ANY BM OR SF IN GIRDER.
Awsm
Thanks
Thanks
Nice