darkjmf1
Structural
- Dec 17, 2012
- 49
Hi all,
ACI 318-14, cl.11.7.2.3, says:
"For walls with h greater than 10 in., except basement walls and cantilever retaining walls, distributed reinforcement for each direction shall be placed in two layers parallel with wall faces in accordance with (a) and (b):
(a) One layer consisting of at least one-half and not exceeding two-thirds of total reinforcement required for each direction shall be placed at least 2 in., but not exceeding h/3, from the exterior surface.
(b) The other layer consisting of the balance of required reinforcement in that direction, shall be placed at least 3/4 in., but not greater than h/3, from the interior surface."
Does it mean that in a cantilever retaining wall, all minimum reinforcement defined in "Table 11.6.1 Minimum reinforcement for walls with in-plane Vu ≤ 0.5ϕVc" cannot be divided between both faces and has to be deployed entirely in each face?
E.g., if minimum horizontal reinforcement required is 0.0020, we are not allowed to use 0.0010 on each face, but have to use 0.0020 on each instead. Seems a lot to me. Why such big amount in this type of walls?
Thank you in advance.
ACI 318-14, cl.11.7.2.3, says:
"For walls with h greater than 10 in., except basement walls and cantilever retaining walls, distributed reinforcement for each direction shall be placed in two layers parallel with wall faces in accordance with (a) and (b):
(a) One layer consisting of at least one-half and not exceeding two-thirds of total reinforcement required for each direction shall be placed at least 2 in., but not exceeding h/3, from the exterior surface.
(b) The other layer consisting of the balance of required reinforcement in that direction, shall be placed at least 3/4 in., but not greater than h/3, from the interior surface."
Does it mean that in a cantilever retaining wall, all minimum reinforcement defined in "Table 11.6.1 Minimum reinforcement for walls with in-plane Vu ≤ 0.5ϕVc" cannot be divided between both faces and has to be deployed entirely in each face?
E.g., if minimum horizontal reinforcement required is 0.0020, we are not allowed to use 0.0010 on each face, but have to use 0.0020 on each instead. Seems a lot to me. Why such big amount in this type of walls?
Thank you in advance.