Lecture 159: RCC - Rectangular Tanks - Underground - Part 1 : Dr.P.Perumal, PSG iTech, CBE - 62

[@sumeetkumar4536]

sir plz can you explain how d=231mm in case of short wall

[@RameshKumar-wz8by]

Can we design long wall as propped cantilever slab instead of cantilever wall due to presence of roof slab?

[@SathishKumar-jd3ec]

Sir why we designing water tanks in working stress method... Why not LSM method?

[@erotic06]

Sir, the curtailment proposed and calculations do not match. First spacing is 25 dia @ 150 mm c/c upto at 1 m from base. Then 25 mm dia @ 300 mm c/c.

[@strucproconsultants9345]

BEST

[@erotic06]

Also, better the design is done based on LSM.

[@dr.perumalcivil7644]

Dear Shri.Rajeevan,
I have noted your appreciation, comment/doubt and suggestion. Thank you for everything. Little busy. Don't mistake me. Will be back to you shortly. Thank you.