steel embed plate with headed stud anchors into CIP concrete
steel embed plate with headed stud anchors into CIP concrete
(OP)
I have designed some embed plates according to the (complicated) provisions of PCI Handbook Chp 6.
I hear that embed plates are OFTEN mislocated in the field.
Any idea how much I should oversize my embed plate to anticipate such a mislocation? 3" extra? 18" extra?
Thanks
I hear that embed plates are OFTEN mislocated in the field.
Any idea how much I should oversize my embed plate to anticipate such a mislocation? 3" extra? 18" extra?
Thanks






RE: steel embed plate with headed stud anchors into CIP concrete
RE: steel embed plate with headed stud anchors into CIP concrete
For your repair detail, do you add a plate, adjacent to the misplaced embed plate, using post-installed anchors? Or something else to increase the "target" area?
RE: steel embed plate with headed stud anchors into CIP concrete