ANCHORS BOLTS IN CONCRETE
ANCHORS BOLTS IN CONCRETE
(OP)
I HAVE TO DESIGN THE ANCHOR BOLTS FOR A NON-BUILDING STRUCTURE. It is a STEEL "T" SUPPORT WITH CONDUIT LOADS AND SOME PIPING LOADS TOO. QUESTION:
FOR ANCHORS BOLTS DESIGN (HILTI OR SIMILAR) SHOULD i COMBINE:
1) Earthquake horizontal "X" direction + Earthquake horizontal "Y" direction + Vertical
or
2a)Earthquake horizontal "X" direction + Vertical
and
2b)Earthquake horizontal "Y" direction + Vertical
I appreciate any response to this question. Also, it would be great the Code Reference and section.
Thank you so much,
Cesar
FOR ANCHORS BOLTS DESIGN (HILTI OR SIMILAR) SHOULD i COMBINE:
1) Earthquake horizontal "X" direction + Earthquake horizontal "Y" direction + Vertical
or
2a)Earthquake horizontal "X" direction + Vertical
and
2b)Earthquake horizontal "Y" direction + Vertical
I appreciate any response to this question. Also, it would be great the Code Reference and section.
Thank you so much,
Cesar






RE: ANCHORS BOLTS IN CONCRETE
This forum will not be there in a meeting with you when you have to explain what you've done, particularly if something goes wrong.
RE: ANCHORS BOLTS IN CONCRETE
RE: ANCHORS BOLTS IN CONCRETE
Don't forget vertical effects from seismic as well.