URGENT COLUMN SPLICE
URGENT COLUMN SPLICE
(OP)
i just want to knoq if 54% for column splice is still acceptable. im really worried because we already poured the 54% splice of column for all columns in third floor. pls help and reply asap
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RE: URGENT COLUMN SPLICE
RE: URGENT COLUMN SPLICE
RE: URGENT COLUMN SPLICE
RE: URGENT COLUMN SPLICE
It's likely safe to assume we're talking about concrete columns since you're in the Philippines.
Are you talking about splicing 54% of the steel at a given point instead of 33%?
Where is the splice happening? What is the demand on the column at the splice location?
How much reinforcing are we talking about? Are you at 1% of Ag, 4%?