This is rest of the sketches and calcs
Thankshttp://files.engineering.com/getfile.aspx?folder=68134426-0cb9-4e53-8d54-c2069380b61b&file=sheet_4_to_9.pdf
I thank all of you very much for the input.
Attached are some sketches regarding my design ( 2 emails). The anchor bolts are in the pier. The pier is reinforced with #7 vertical bars at 7” o.c along the octagon face and # 3 ties at 18in oc. horizontally. The embedment length of anchor bolt...
Opps attached is the sketch that I am refering
Thanks a lothttp://files.engineering.com/getfile.aspx?folder=c92a3af9-2d23-44d5-9c21-124c6024e257&file=anchor_bolt_design_rev_1a.pdf
Thanks to both of you. Attached is sketch with the parameters c1, c2, C3, and c4. Am I correct in my understanding?
Is is ok to consider only one bolt with the design tension?
I am designing anchor bolts for vertical vessels seated on an octagon pier ( with pile cap/piles). The vessel anchor bolts are in a circular pattern. The max shear and tension at the base of vessel is given by the vendor
I want to use headed anchor rods and comply with ACI-318-05 Appendix D
In...
