Design of counterfort retaining wall

[@kaushikpatadiya5305]

Mid span ki moment wl2/16 kaise aaiye gi? Konsa page no he code me?

[@civiltutor27]

Calculation mistake in step 4 (186.79x3= 560.37 and not 361.53) @ 27:17

[@ManishaPatel-ch4dw]

Which Code have you considered for designing this counterfort retaining wall?

[@SagarJotani]

IS 456:2000 and there are derived formula for design of retaining wall, which you will not get from any code and you need to remember the concept.

[@shubhamraut383]

@@SagarJotani can you do the same design as per IRC code.

[@SagarJotani]

@@shubhamraut383 quite possibly

[@shubhamraut383]

Then will you please post the same design as per IRC code asap, it will be of great help to me.

[@krishan.chetty]

30:30 Why is mid span moment calculated as WL*2/16 and not 24

[@Akash_ai6]

designed as an one way slab

[@ArjitChauhan]

refer to IS Code 456 pg 36, Table 12

[@naveenkumar-kn2jx]

There is a calculation mistake in earth pressure load calculation

[@SagarJotani]

No, it is correct

[@rabogbog6881]

At 14:31
h1 =1.316 not 1.36

[@dhanee27]

Tv should be less than Tc ,......not more than @ 24:14