% of reinforcement in column
% of reinforcement in column
(OP)
we cast more than 50 pediestal dimenion 700mmx700mm
with reinformcment 12 BAR diameter 16
the main problem we can not demoilish the pedital because
we fixed percast column and they fixed the beams and slab
what can i do?
with reinformcment 12 BAR diameter 16
the main problem we can not demoilish the pedital because
we fixed percast column and they fixed the beams and slab
what can i do?






RE: % of reinforcement in column
Could you please more specific? i don´t now what is your problem/question. try to be more specific in tour post so we could help you
thanks
LG
RE: % of reinforcement in column
RE: % of reinforcement in column
ACI has a provision to go down to 1/2% if the piers are larger than they need to be to resist the forces. What is the governing code? Does the pier, as reinforced, have enough capacity to resist the forces? Do the longitudinal bars have sufficient ties?
RE: % of reinforcement in column
the columns is safe to carry the load but i notes that the % of reinforement is not enough less than 50%
we use ACI for design
the columns have ties diamter 10 mm 3 set.
my question is
is that sutiation is critial and we need repair or not ?
thanks
RE: % of reinforcement in column
RE: % of reinforcement in column
RE: % of reinforcement in column