ATS-AB anchor bolts are pre-assembled anchor bolts that have been designed for use with the ATS system. They are available in 18", 24" and 36" lengths and match the strength and material grade of the corresponding Strong-Rod connecting rods. The heavy hex nuts are pressed onto the bolt to keep them in place.

Material:

Standard (Model AB_) - ASTM A307, Grade A

High strength (Model AB_H) - ASTM A449 or ASTM A193, Grade B7

Higher strength (Model AB_H150) - ASTM A354, Class BD

Finish: None

top Gallery:
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		ATS-AB Anchor Bolt Section View Plan View

top Anchor Bolt Locations:
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		Perpendicular-To-Wall Installation Corner Installation Mid-Wall Installation Anchor bolts shall be specified by the Designer.

top Product Data:

1. Anchor rods are available in 18", 24" and 36" lengths.
2. Standard Anchor bolts are based on minimum F_u = 60,000 psi and F_y = 43,000 psi.
3. High strength anchor bolts are based on minimum F_u = 120,000 psi and F_y = 92,000 psi.
4. H150 anchor bolts are based on minimum F_u = 150,000 psi and F_y = 130,000 psi.

top Load Tables:

Wind and Seismic Design 97 UBC with Supplementary Reinforcing:

• See footnotes below

Wind and Seismic Design 97 UBC without Supplementary Reinforcing:

• See footnotes below

Seismic Design All IBC Codes:

• See footnotes below

Wind Design All IBC Codes:

1. IBC calculations are based on ACI 318, Appendix D
2. For UBC and IBC wind design, embedment de, is based on the design strength of the anchor per AISC. Embedment and edge distances are calculated in order to attain a ductile steel failure mode.
3. For IBC seismic design, concrete strength is reduced by a factor of 0.75 per ACI 318, Section D.3.3.3. Steel strength is based on AISC calculations and does not include an 0.75 reduction factor. E mbedment and edge distances meet the ductile requirements of ACI 318, Section D.3.3.4.
4. For UBC design anchor design for 2500 psi minimum concrete assumes no special inspection and a multiplier of 2.0 on the concrete per section 1923.3.2. For 3000 psi and 4500 psi concrete, special inspection is assumed and a multiplier of 1.3 is applied.
5. Plate washers have been designed for plate bending.
6. Alternate anchor bolt solutions may be provided by the Designer.
7. Foundation dimensions are for anchorage only. The Designer is responsible for the foundation size and reinforcement for all load conditions.