Thanks Lomarandil,
I think your right to your former statement,"designing an efficient truss of rebar" ( without pouring concrete).
What i mean to the "minimum area of rebars" is number of rebars that can stand either compression or tension if loaded.
Hello everyone,
Is it possible to design stirrups and longitudinal rebars without concrete and formed like truss (some stirrups are incluned and others ar vertical) to get the minimum areas of the rebars? Thank you
