Continuous Beam Design by Moment Redistribution Method

Design of continuous beam using moment redistribution method. The beam is analyzed using the moment area method and moment distribution method before redistribution. In the end, I have discussed on bending moment envelope diagram.

[@civilskills1192]

Thankyou Miss Saleema, I have been looking for this for the past 7 days and got nothing beneficial, but your video is great❤

[@yaasirahmed1528]

Excellent 🙌

[@DineshPatel-iq1dk]

Thank you, madam.

[@mohamedthasneem7327]

Thank you very much medam

[@ugonnanwala2652]

Please can someone explain how -22.84 is gotten i will be grateful🙏

[@sofiabaghla]

Mam can you please tell.. this design question is in which book?

[@eng.fuadmousa2594]

Great , well done ✅ 👍👍👍👍

[@piyushwankhede3872]

For two span ke liye kya krna padta hai

[@supriyadhekale1210]

how to calculate reactions

[@gojo_hatake]

नाइस .

[@shyamalkumar4767]

why net +ve moment is calculating by 138.82/2. it is 171.5 - 138.82 = 32.68 KN.

[@Gaurang_Khatri]

Mam in exam i should solve by only one case na ? The maximum one.
In textbook it is solved by all cases , it becomes too lengthy

[@SaleemaPanda1990]

In particular: the examiner asks for only one method

[@supriyadhekale1210]

plot SFD

[@VinodGamer7781]

mam kuch samaj nhi aya. bas bass uppar upaar bataya. jara details me batao

[@civilengineeringpro7709]

For elastic design,the redistribution of moment in a contineous beam is limited to what percentage?
Please suggest answer for this with explanation.

[@SaleemaPanda1990]

IS 456 Clause 37.1.1 (c) - maximum 30% redistribution can be done.

[@civilengineeringpro7709]

@@SaleemaPanda1990 thanks a lot dear.
Few more questions if u could help me out

[@civilengineeringpro7709]

In 2-way spanning slab corners pf slab are not allowed to lift, torsion reinforcement is provided at corners for a mesh.
The size of mesh should be equal to=

[@kunwarpratapsingh4815]

Not clear

[@VinodGamer7781]

hindi bolna ata h kya