Continuous Beam Design by Moment Redistribution Method

[@P-Delta1]

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 🙌

[@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?

[@piyushwankhede3872]

For two span ke liye kya krna padta hai

[@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

[@eng.fuadmousa2594]

Great , well done ✅ 👍👍👍👍

[@supriyadhekale1210]

how to calculate reactions

[@DineshPatel-iq1dk]

Thank you, madam.

[@mohamedthasneem7327]

Thank you very much medam

[@gojo_hatake]

नाइस .

[@storytell-001]

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=

[@supriyadhekale1210]

plot SFD

[@storytell-001]

hindi bolna ata h kya

[@kunwarpratapsingh4815]

Not clear