PAB Pre-Assembled Anchor Bolt 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. • Available in diameters from 1⁄2" to 1 1⁄4" in lengths from 12" to 36" (in 6" increments) • Available in standard and high-strength steel • Head stamp contains the No Equal sign, diameter designation and an “HS” on high-strength rods MATERIAL: Standard Steel – ASTM F1554 Grade 36, A36 or A307 – Fu = 58 ksi High-Strength Steel (up to 1" dia.) – ASTM A449 – Fu = 120 ksi High-Strength Steel (1 1⁄8" and 1 1⁄4" dia.) – ASTM A193 B7 or F1554 Grade 105 – Fu = 125 ksi FINISH: None The Simpson Strong-Tie® Anchor Designer Software™ analyzes and suggests anchor solutions using the 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. 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. 5 L HS The diameter code on the head is the same as that used for rebar: 4 = ¹⁄₂", 5 = ⁵⁄₈", 6 = ³⁄₄", etc. Length Concrete Connectors & Anchors Concrete Connectors & Anchors “High Strength” designation (blank on standard-steel models) ⁵⁄₈" Diameter anchor rod L PAB Anchor Bolt – Standard Steel Diameter (in) Plate Washer Size (in) l1 (in) Root Model No. Lengths (in) ⁄2 ⁄8 3 ⁄4 7 ⁄8 1 1 1⁄8 1 1⁄4 ⁄4 x 1 1⁄4 x 1 1⁄4 ⁄8 x 1 1⁄2 x 1 1⁄2 3 ⁄8 x 2 x 2 3 ⁄8 x 2 1⁄4 x 2 1⁄4 3 ⁄8 x 2 1⁄2 x 2 1⁄2 3 ⁄8 x 2 3⁄4 x 2 3⁄4 1 ⁄2 x 3 x3 1 1 3 5 1 1 1⁄4 1 3⁄8 1 1⁄2 1 5⁄8 1 3⁄4 2 1⁄2 PAB4-XX PAB5-XX PAB6-XX PAB7-XX PAB8-XX PAB9-XX PAB10-XX 12" to 36" (in 6" increments) PAB Anchor Bolt – High-Strength Steel Diameter (in) Plate Washer Size (in) l1 (in) Root Model No. Lengths (in) ⁄2 ⁄8 3 ⁄4 7 ⁄8 1 1 1⁄8 1 1⁄4 ⁄4 x 1 1⁄4 x 1 1⁄4 ⁄8 x 1 1⁄2 x 1 1⁄2 3 ⁄8 x 2 x 2 3 ⁄8 x 2 1⁄4 x 2 1⁄4 3 ⁄8 x 2 1⁄2 x 2 1⁄2 3 ⁄8 x 2 3⁄4 x 2 3⁄4 1 ⁄2 x 3 x 3 1 1 3 Catalogue C-C-CAN2015 © 2015 SIMPSON STRONG-TIE COMPANY INC. 5 1 1 1⁄4 1 3⁄8 1 1⁄2 1 5⁄8 1 3⁄4 2 1⁄2 PAB4H-XX PAB5H-XX PAB6H-XX PAB7H-XX PAB8H-XX PAB9H-XX PAB10H-XX 1. Plate washers are designed to develop the capacity of the bolt. PAB Anchor Bolt – Anchorage Solutions Model No. Diameter (in) PAB4 1 ⁄2 PAB5 5 PAB6 3 PAB7 7 PAB7H 7 PAB8 1 PAB8H 1 ⁄8 ⁄4 ⁄8 ⁄8 PAB9 1 1⁄8 PAB10 1 1⁄4 How to specify and order: When calling out PAB anchor bolts, substitute the desired length for the “XX” in the Root Model Number. For a 5⁄8"x18" anchor bolt, the model number would be PAB5-18 (or PAB5H-18 for high strength). Hex nut Hex nut PAB Naming Scheme: 12" to 36" (in 6" increments) Plate washer l1 PAB5H-12 PAB Anchor Bolt Diameter* and Grade Length (12", 18", 24", 30" or 36") * Units in ¹⁄₈" Increments (Ex: 9 = ⁹⁄₈" or 1¹⁄₈") Factored Tensile Resistance Nr Wind/Seismic lEFaSa(0.2) < 0.35 Seismic lEFaSa(0.2) ≥ 0.35 hef C1 Nr hef C1 Nr in in lbs in in lbs mm mm kN mm mm kN 4 7 5600 4 7 5600 102 178 24.91 102 178 24.91 5 8.5 8915 6 10 8915 127 216 39.66 152 254 39.66 6 10 13175 7 11.5 13175 152 254 58.61 178 292 58.61 8 13.5 18225 9 15 18225 203 343 81.07 229 381 81.07 12 19 37725 15 24 37725 305 483 167.82 381 610 167.82 9 15 23905 11 18 23905 229 381 106.34 279 457 106.34 15 24 49485 18 28.5 49485 381 610 220.13 457 724 220.13 11 18 30100 13 21 30100 279 457 133.90 330 533 133.90 12 19.5 38225 15 24 38225 305 495 170.04 381 610 170.04 hef C1 2C1 Min. Design values are calculated using a full shear cone. Coverage on each side of the bolt shall be a minimum of C1 or reductions must be taken. 1. Factored resistances shown are in accordance with CSA A23.3-14 Annex D using 20 MPa concrete assuming cracked concrete and no supplementary reinforcement (Category B). 2. PAB8H values shown in italics for seismic applications require minimum 25 MPa concrete. 3. Foundation dimensions are for anchorage only. Foundation design (size and reinforcement) is the responsibility of the design professional. 4.Factored resistances for seismic IEFaSa(0.2) ≥ 0.35 applications assumes ductile yielding in the attachment. See D.4.3.5.3 CSA A23.3-14 for more information. 43
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