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sir plz can you explain how d=231mm in case of short wall
Can we design long wall as propped cantilever slab instead of cantilever wall due to presence of roof slab?
Sir why we designing water tanks in working stress method... Why not LSM method?
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.
BEST
Also, better the design is done based on LSM.
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.
sir plz can you explain how d=231mm in case of short wall
Can we design long wall as propped cantilever slab instead of cantilever wall due to presence of roof slab?
Sir why we designing water tanks in working stress method... Why not LSM method?
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.
BEST
Also, better the design is done based on LSM.
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.