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Mechanical Anchors 148 WEDGE-ALL ® Edge Distance Tension (fc) Edge Dist. Cact (in.) Size ¹⁄₄ ¹⁄₂ ⁵⁄₈ ³⁄₄ Ccr 3³⁄₈ 6³⁄₄ 8³⁄₈ 10 Cmin 1³⁄₈ 2³⁄₄ 3³⁄₈ 4 fcmin 0.70 0.70 0.70 0.70 1³⁄₈ 0.70 1¹⁄₂ 0.72 2 0.79 2¹⁄₂ 0.87 2³⁄₄ 0.91 0.70 3 0.94 0.72 3³⁄₈ 1.00 0.75 0.70 3¹⁄₂ 0.76 0.71 4 0.79 0.74 0.70 4¹⁄₂ 0.83 0.77 0.73 5 0.87 0.80 0.75 5¹⁄₂ 0.91 0.83 0.78 6 0.94 0.86 0.80 6¹⁄₂ 0.98 0.89 0.83 6³⁄₄ 1.00 0.90 0.84 7 0.92 0.85 7¹⁄₂ 0.95 0.88 8 0.98 0.90 8³⁄₈ 1.00 0.92 8¹⁄₂ 0.93 9 0.95 9¹⁄₂ 0.98 10 1.00 See Notes Below Edge Distance Tension (fc) Edge Dist. Cact (in.) ANCHOR Technical Information Load-Adjustment Factors for Carbon-Steel Wedge-All ® Anchors in Sand-Lightweight Concrete: Edge Distance, Tension and Shear Loads How to use these charts: 1. The following tables are for reduced edge distance. 2. Locate the anchor size to be used for either a tension and/or shear load application. 3. Locate the edge distance (Cact ) at which the anchor is to be installed. Size ³⁄₈ ¹⁄₂ ⁵⁄₈ ³⁄₄ Ccr 12 12 20 20 Cmin 4 4 4 4 fcmin 1.00 1.00 0.80 0.80 4 1.00 1.00 0.80 0.80 6 1.00 1.00 0.83 0.83 8 1.00 1.00 0.85 0.85 10 1.00 1.00 0.88 0.88 12 1.00 1.00 0.90 0.90 14 0.93 0.93 16 0.95 0.95 18 0.98 0.98 20 1.00 1.00 Edge Distance Shear (fc) (Shear Applied Perpendicular to Edge) Edge Dist. Cact (in.) Size ¹⁄₄ ¹⁄₂ ⁵⁄₈ ³⁄₄ Ccr 3³⁄₈ 6³⁄₄ 8³⁄₈ 10 Cmin 1³⁄₈ 2³⁄₄ 3³⁄₈ 4 *See page 10 for an fcmin 0.30 0.30 0.30 0.30 1³⁄₈ 0.30 1¹⁄₂ 0.34 2 0.52 2¹⁄₂ 0.69 2³⁄₄ 0.78 0.30 3 0.87 0.34 3³⁄₈ 1.00 0.41 0.30 3¹⁄₂ 0.43 0.32 4 0.52 0.39 0.30 4¹⁄₂ 0.61 0.46 0.36 5 0.69 0.53 0.42 5¹⁄₂ 0.78 0.60 0.48 6 0.87 0.67 0.53 6¹⁄₂ 0.96 0.74 0.59 6³⁄₄ 1.00 0.77 0.62 7 0.81 0.65 7¹⁄₂ 0.88 0.71 8 0.95 0.77 8³⁄₈ 1.00 0.81 8¹⁄₂ 0.83 9 0.88 9¹⁄₂ 0.94 10 1.00 See Notes Below Load-Adjustment Factors for Carbon-Steel Wedge-All ® Anchors in Face of Wall Installation in 8" Grout-Filled CMU: Edge Distance, Tension and Shear Loads Load-Adjustment Factors for Reduced Spacing: Critical spacing is listed in the load tables. No adjustment in load is required when the anchors are spaced at critical spacing. No additional testing has been performed to determine the adjustment factors for spacing dimensions less than those listed in the load tables. * * * Edge Distance Shear (fc) Edge Dist. Cact (in.) 4. The load adjustment factor (f c ) is the intersection of the row and column. 5. Multiply the allowable load by the applicable load adjustment factor. 6. Reduction factors for multiple edges are multiplied together. Size ³⁄₈ ¹⁄₂ ⁵⁄₈ ³⁄₄ Ccr 12 12 20 20 Cmin 4 4 4 4 fcmin 0.79 0.52 0.32 0.32 4 0.79 0.52 0.32 0.32 5 0.82 0.58 0.36 0.36 6 0.84 0.64 0.41 0.41 7 0.87 0.70 0.45 0.45 8 0.90 0.76 0.49 0.49 9 0.92 0.82 0.53 0.53 10 0.95 0.88 0.58 0.58 11 0.97 0.94 0.62 0.62 12 1.00 1.00 0.66 0.66 13 0.70 0.70 14 0.75 0.75 15 0.79 0.79 16 0.83 0.83 17 0.87 0.87 18 0.92 0.92 19 0.96 0.96 20 1.00 1.00 explanation of the load table icons * 1. Cact = actual edge distance at which anchor is installed (inches). 2. Ccr = critical edge distance for 100% load (inches). 3. Cmin = minimum edge distance for reduced load (inches). 4. fc = adjustment factor for allowable load at actual edge distance. 5. fccr = adjustment factor for allowable load at critical edge distance. fccr is always = 1.00. 6. fcmin = adjustment factor for allowable load at minimum edge distance. 7. fc = fcmin + [(1 - fcmin) (Cact - Cmin) / (Ccr - Cmin)]. C-SAS-2009 © 2009 SIMPSON STRONG-TIE COMPANY INC.
C-SAS-2009 © 2009 SIMPSON STRONG-TIE COMPANY INC. SLEEVE-ALL ® Sleeve-All ® sleeve anchors are pre-assembled expanding sleeve anchors for use in all types of solid base materials. These anchors are available in acorn, hex, rod coupler, fl at or round head styles for a wide range of applications. MATERIAL: Carbon and stainless steel FINISH: Carbon Steel: Zinc plated INSTALLATION: Caution: Oversized holes will make it diffi cult to set the anchor and will reduce the anchor's load capacity. • Drill a hole in the base material using a carbide drill bit the same diameter as the nominal diameter of the anchor to be installed. Drill the hole to the specifi ed embedment depth and blow it clean using compressed air. Overhead installations need not be blown clean. Alternatively, drill the hole deep enough to accommodate embedment depth and dust from drilling. • Place the anchor in the fi xture and drive into the hole until the washer and nut are tight against fi xture. • Tighten to required installation torque. CODES: Factory Mutual 3017082, 3026805 and 3029959, ³⁄₈"– ³⁄₄" dia.; Underwriters Laboratories File Ex3605, ³⁄₈"– ³⁄₄" dia. Meets requirements of Federal Specifi cations A-A-1922A. The load tables list values based upon results from the most recent testing and may not refl ect those in the current code reports. Where code jurisdictions apply, consult the current reports for applicable load values. SUGGESTED SPECIFICATIONS: Sleeve anchors shall be zinc plated studs having a minimum 50,000 psi tensile strength with an expansion sleeve meeting AISI 1008 cold rolled steel or type 304 stainless steel stud with a type 304 stainless-steel expansion sleeve, as called for on the drawings. Sleeve anchors shall meet Federal Specifi cations A-A-1922A. Anchors shall be Sleeve-All ® expanding sleeve anchors from Simpson Strong-Tie, Pleasanton, CA. Anchors shall be installed following the Simpson Strong-Tie instructions for Sleeve-All expanding sleeve anchors. Sleeve-All Anchor Installation Sequence Material Specifications Anchor Component Zinc Plated Carbon Steel 304 Stainless Steel Anchor Body Material meets minimum 50,000 psi tensile Type 304 Sleeve SAE J403, Grade 1008 Cold Rolled Steel Type 304 Nut Commercial Grade, meets requirements of ASTM A563 Grade A Type 304 Washer SAE J403, Grade 1008/1010 Cold Rolled Steel Type 304 Acorn Hex Round SLEEVE-ALL ANCHORS Rod Coupler Flat (Phillips Head) Mark A B C D E F G H I J K L M N O P Q R S T U V W X Y Z From 1¹⁄₂ 2 2¹⁄₂ 3 3¹⁄₂ 4 4¹⁄₂ 5 5¹⁄₂ 6 6¹⁄₂ 7 7¹⁄₂ 8 8¹⁄₂ 9 9¹⁄₂ 10 11 12 13 14 15 16 17 18 Up To But Not Including Sleeve Anchors Sleeve-All ® Anchor Installation Data Sleeve-All Dia. (in.) Length Identification Head Marks on Sleeve-All Anchors (corresponds to length of anchor – inches). ¹⁄₄ ⁵⁄₁₆ ³⁄₈ ¹⁄₂ ⁵⁄₈ ³⁄₄ Bit Size (in.) ¹⁄₄ ⁵⁄₁₆ ³⁄₈ ¹⁄₂ ⁵⁄₈ ³⁄₄ Wrench Size 1 (in.) ³⁄₈ ⁷⁄₁₆ ¹⁄₂ ⁹⁄₁₆ ³⁄₄ ¹⁵⁄₁₆ Wrench Size for Coupler Nut (in.) ¹⁄₂ ⁵⁄₈ ³⁄₄ – 1. Applies to Acorn and Hex head configurations only. 2 2¹⁄₂ 3 3¹⁄₂ 4 4¹⁄₂ 5 5¹⁄₂ 6 6¹⁄₂ 7 7¹⁄₂ 8 8¹⁄₂ 9 9¹⁄₂ 10 11 12 13 14 15 16 17 18 19 Mechanical Anchors 149
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