Naming Scheme:
ATS -AB anchor bolts, or pre-assembled anchor bolts (PAB ), have been designed for use with
the ATS in foundations poured against earth. They are available in 12"-36" (in 6" increments).
The heavy hex nuts are pressed onto the bolt to keep them in place.
Standard (model AB_) – min. Fu = 58 ksi
High-strength (model AB_H) – up to 1" diameter – min. Fu = 120 ksi;
1 1/8" and 1 1/4" – min. Fu = 125 ksi
None
Simpson Strong-Tie® Anchor Selector™ Software for ACI 318 analyzes and suggests anchor
solutions using the ACI 318 Appendix D strength-design methodology. It provides cracked
and uncracked-concrete anchorage solutions for numerous Simpson Strong-Tie® mechanical and adhesive anchors as well as the ATS -AB or PAB anchor bolt (typ.).
With its easy-to-use graphical user interface, the software makes it easy for the Designer to
identify anchorage solutions without having to perform time-consuming calculations by hand.
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| ATS-AB Anchor Bolt |
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Design loads are calculated using a full shear cone.
Coverage on each side of the bolt shall be a
minimum of F or reductions must be taken. |
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ATS-AB Load Table:
- Allowable tension capacities
are based on AISC 13th Ed.
- Plate washers are designed
to develop the capacity of the
anchor bolt.
ATS-AB Anchor Bolt – Anchorage Solutions:
- Anchorage designs conform to ACI 318 Appendix D and assume cracked
concrete with no supplementary reinforcement.
- Seismic indicates Seismic Design Category C through F. Detached one and
two-family dwellings in SDC C may use wind anchorage solutions.
Seismic anchorage designs conform to ACI 318-05 Section D3.3.4.
- Wind includes Seismic Design Category A and B.
- Foundation dimensions are for anchorage only. Foundation design
(size and reinforcement) by Designer. The registered design professional
may specify alternate embedment, footing size, and anchor bolt.
- Allowable Stress Design (ASD) values are obtained by dividing
Load Factor Resistance Design (LRFD) capacities by 1.43 for Seismic
and 1.6 for Wind.
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