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Calculation mistake in step 4 (186.79x3= 560.37 and not 361.53) @ 27:17
Mid span ki moment wl2/16 kaise aaiye gi? Konsa page no he code me?
Which Code have you considered for designing this counterfort retaining wall?
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.
@@SagarJotani can you do the same design as per IRC code.
@@shubhamraut383 quite possibly
Then will you please post the same design as per IRC code asap, it will be of great help to me.
At 14:31h1 =1.316 not 1.36
30:30 Why is mid span moment calculated as WL*2/16 and not 24
designed as an one way slab
refer to IS Code 456 pg 36, Table 12
There is a calculation mistake in earth pressure load calculation
No, it is correct
Tv should be less than Tc ,......not more than @ 24:14
Calculation mistake in step 4 (186.79x3= 560.37 and not 361.53) @ 27:17
Mid span ki moment wl2/16 kaise aaiye gi? Konsa page no he code me?
Which Code have you considered for designing this counterfort retaining wall?
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.
@@SagarJotani can you do the same design as per IRC code.
@@shubhamraut383 quite possibly
Then will you please post the same design as per IRC code asap, it will be of great help to me.
At 14:31
h1 =1.316 not 1.36
30:30 Why is mid span moment calculated as WL*2/16 and not 24
designed as an one way slab
refer to IS Code 456 pg 36, Table 12
There is a calculation mistake in earth pressure load calculation
No, it is correct
Tv should be less than Tc ,......not more than @ 24:14