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Information on this page has been updated since the printing of the C-2009 catalog.
Some of these changes are included in the C-2009 Addendum. To view the specific changes made to this page in detail, visit the Catalog Changes and Corrections page. The information on this website is the most recent and correct information.

PAB Pre-Assembled Anchor Bolt

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The PAB anchor bolt is a versatile new cast-in-place anchor bolt ideal for high-tension-load applications. It features a plate washer at the embedded end sandwiched between two fixed hex nuts and a head stamp for easy identification after the pour.

Material:

Standard Steel — Fu = 58 ksi
High-Strength Steel (up to 1" dia.) — Fu = 120 ksi
High-Strength Steel (1 1/8" and 1 1/4" dia.) — Fu = 125 ksi

Finish: None.

Naming Scheme: 


The Simpson Strong-Tie® Anchor Designer Software™ for ACI 318 analyzes and suggests anchor solutions using the ACI 318 Appendix D strength-design methodology (or CAN/CSA A23.3 Annex D Limit States Design methodology). It provides cracked and uncracked-concrete anchorage solutions for numerous Simpson Strong-Tie Anchor Systems® mechanical and adhesive anchors as well as the PAB anchor bolt. 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.


top Gallery:
 
 
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  

top Anchorage Solutions - Load Table: See code report listings below

Table
  1. Anchorage designs conform to ACI 318 Appendix D and assume cracked concrete with no supplementary reinforcement.
  2. 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.
  3. Wind includes Sesmic Design Category A and B .
  4. 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.
  5. 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.

top Technical Information / How to Specify & Order
PAB Anchor Bolt – Standard Steel
Table

PAB Anchor Bolt – High-Strength Steel
Table
  1. Plate washers are designed to develop the capacity of the bolt.
How to specify & order:
When calling out PAB anchor bolts, substitute the desired length for the “XX” in the Root Model Number. For a 5/8"x16 1/2" anchor bolt, the model number would be PAB5-16.5 (or PAB5H-16.5 for high strength).

next  top Code Reports (PDFs):
Legacy Reports
  IAPMO ES ER ICC-ES ESR CITY OF LOS ANGELES STATE OF FLORIDA ICC-ES NER ICC-ES ER ICC-ES ES
PABNo code listing: Please contact us for test data.
PAB10No code listing: Please contact us for test data.
PAB5No code listing: Please contact us for test data.
PAB6No code listing: Please contact us for test data.
PAB7No code listing: Please contact us for test data.
PAB7HNo code listing: Please contact us for test data.
PAB8No code listing: Please contact us for test data.
PAB8HNo code listing: Please contact us for test data.
PAB9No code listing: Please contact us for test data.



next  topDrawings: To download drawings, right-click or Ctrl-click on the link, then choose "Save Target As..."
Download the Simpson AutoCad Menu, which allows you to insert Ortho views directly into your AutoCAD drawing.

 ORTHOGRAPHIC
PERSPECTIVE
PABNone for this model None for this model
PAB10None for this model None for this model
PAB5None for this model None for this model
PAB6None for this model None for this model
PAB7None for this model None for this model
PAB7HNone for this model None for this model
PAB8None for this model None for this model
PAB8HNone for this model None for this model
PAB9None for this model None for this model

   
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