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Mechanical Anchors 130 TITEN HD ® Load-Adjustment Factors for Titen HD ® Anchors in Face-of-Wall Installation in 8" Grout-Filled CMU: Edge Distance and Spacing, Tension and Shear Loads How to use these charts: 1. The following tables are for reduced edge distance and spacing. 2. Locate the anchor size to be used for either a tension and/or shear load application. 3. Locate the embedment (E) at which the anchor is to be installed. 4. Locate the edge distance (C act ) or spacing (S act ) at which the anchor is to be installed. Edge or End Distance Tension (fc) Dia. ³⁄₈ ¹⁄₂ ⁵⁄₈ ³⁄₄ E 2³⁄₄ 3¹⁄₂ 4¹⁄₂ 5¹⁄₂ Ccr 12 12 12 12 Cmin 4 4 4 4 fcmin 1.00 1.00 0.83 0.66 4 1.00 1.00 0.83 0.66 6 1.00 1.00 0.87 0.75 8 1.00 1.00 0.92 0.83 Cact (in.) 10 1.00 1.00 0.96 0.92 12 1.00 1.00 1.00 1.00 See Notes Below Edge or End Distance Shear (fc) Shear Load Perpendicular to Edge or End (Directed Towards Edge or End) Dia. ³⁄₈ ¹⁄₂ ⁵⁄₈ ³⁄₄ E 2³⁄₄ 3¹⁄₂ 4¹⁄₂ 5¹⁄₂ Ccr 12 12 12 12 Cmin 4 4 4 4 fcmin 0.58 0.38 0.30 0.21 4 0.58 0.38 0.30 0.21 6 0.69 0.54 0.48 0.41 8 0.79 0.69 0.65 0.61 Cact (in.) 10 0.90 0.85 0.83 0.80 12 1.00 1.00 1.00 1.00 5. The load adjustment factor (f c or f s ) is the intersection of the row and column. 6. Multiply the allowable load by the applicable load adjustment factor. 7. Reduction factors for multiple edges or spacings are multiplied together. Edge and End Distance Shear (fc) Shear Load Parallel to Edge or End Cact (in.) Dia. ³⁄₈ ¹⁄₂ ⁵⁄₈ ³⁄₄ *See page 10 for an E 2³⁄₄ 3¹⁄₂ 4¹⁄₂ 5¹⁄₂ Ccr 12 12 12 12 Cmin 4 4 4 4 fcmin 0.77 0.48 0.46 0.44 4 0.77 0.48 0.46 0.44 6 0.83 0.61 0.60 0.58 8 0.89 0.74 0.73 0.72 10 0.94 0.87 0.87 0.86 12 1.00 1.00 1.00 1.00 See Notes Below Cact (in.) 1. E = Embedment depth (inches). 2. Cact = actual end or edge distance at which anchor is installed (inches). 3. Ccr = critical end or edge distance for 100% load (inches). 4. Cmin = minimum end or edge distance for reduced load (inches). 5. fc = adjustment factor for allowable load at actual end or edge distance. 6. fccr = adjustment factor for allowable load at critical end or edge distance. fccr is always = 1.00. 7. fcmin = adjustment factor for allowable load at minimum end or edge distance. 8. fc = fcmin + [(1 - fcmin) (Cact - Cmin) / (Ccr - Cmin)]. Spacing Tension (fs) Sact (in.) ANCHOR Technical Information Dia. ³⁄₈ ¹⁄₂ ⁵⁄₈ ³⁄₄ E 2³⁄₄ 3¹⁄₂ 4¹⁄₂ 5¹⁄₂ Scr 6 8 10 12 Smin 3 4 5 6 fsmin 0.87 0.69 0.59 0.50 4 0.91 0.69 0.51 0.33 6 1.00 0.85 0.67 0.50 8 1.00 0.84 0.67 10 1.00 0.83 12 1.00 Edge or End Distance Shear (fc) Shear Load Perpendicular to Edge or End (Directed Away From Edge or End) Dia. ³⁄₈ ¹⁄₂ ⁵⁄₈ ³⁄₄ E 2³⁄₄ 3¹⁄₂ 4¹⁄₂ 5¹⁄₂ Ccr 12 12 12 12 Cmin 4 4 4 4 fcmin 0.89 0.79 0.58 0.38 4 0.89 0.79 0.58 0.38 6 0.92 0.84 0.69 0.54 8 0.95 0.90 0.79 0.69 10 0.97 0.95 0.90 0.85 12 1.00 1.00 1.00 1.00 Spacing Shear (fs) Dia. ³⁄₈ ¹⁄₂ ⁵⁄₈ ³⁄₄ E 2³⁄₄ 3¹⁄₂ 4¹⁄₂ 5¹⁄₂ Scr 6 8 10 12 Smin 3 4 5 6 fsmin 0.62 0.62 0.62 0.62 3 0.62 4 0.75 0.62 5 0.87 0.72 0.62 6 1.00 0.81 0.70 0.62 8 1.00 0.85 0.75 1. E = Embedment depth (inches). 10 1.00 0.87 2. Sact = actual spacing distance at which anchors are installed (inches). 3. Scr = critical spacing distance for 100% load (inches). 4. Smin = minimum spacing distance for reduced load (inches). 5. fs = adjustment factor for allowable load at actual spacing distance. 12 1.00 6. fscr = adjustment factor for allowable load at critical spacing distance. fscr is always = 1.00. 7. fsmin = adjustment factor for allowable load at minimum spacing distance. 8. fs = fsmin + [(1 - fsmin) (Sact - Smin) / (Scr - Smin)]. Sact (in.) These tables are not for use with USD design methods explanation of the load table icons C-SAS-2009 © 2009 SIMPSON STRONG-TIE COMPANY INC.
C-SAS-2009 © 2009 SIMPSON STRONG-TIE COMPANY INC. TITEN HD ® The Titen HD ® Rod Coupler is designed to be used in conjunction with a single or multi-story rod tie-down system. This anchor provides a fast and simple way to attach threaded rod to concrete stem wall or thickened slab footing. Unlike adhesive anchors, the installation requires no special tool, cure time or secondary setting process; just drill a hole and drive the anchor. FEATURES: • The serrated cutting teeth and patented thread design enable the Titen HD Rod Coupler to be installed quickly and easily. Less installation time translates to lower installed cost • The specialized heat treating process creates high hardness at the tip to facilitate cutting while the body remain ductile • No special setting tools are required. The Titen HD Rod Coupler installs with regular or hammer drill, ANSI size bits and standard sockets • Compatible with threaded rods in 3/8" and 1/2" diameters MATERIAL: Carbon steel, heat treated FINISH: Zinc plated INSTALLATION: Caution: Oversized holes in the base material will reduce or eliminate the mechanical interlock of the threads with base material and will reduce the anchor’s load capacity. Use a Titen HD ® Rod Coupler one time only. Installing the anchor multiple times may result in excessive thread wear and reduce load capacity • Drill a hole using the specifi ed diameter carbide bit into the base material to a depth of at least 1/2" deeper than the required embedment. • Blow the hole clean of dust and debris using compressed air. Overhead application need not to be blown clean. • Tighten the anchor with appropriate size socket until the head sits fl ush against base material Titen HD Rod Coupler Product Data Size (in) Model No. Drill Bit Dia. (in) 1. Length is measured from the underside of the coupler. Wrench Size (in) Quantity Box Carton ³⁄₈ x 6³⁄₄ THD37634RC ³⁄₈ ¹⁄₂ 50 100 ¹⁄₂ x 9³⁄₄ THD50934RC 1 ¹⁄₂ ⁵⁄₈ 20 40 Installation Sequence ROD COUPLER Threaded Rod Anchors for Masonry Foundation ¹⁄₂" min Titen HD ® Rod Coupler U.S. Patent 5,674,035 & 6,623,228 Washer recommended to resist shear loads ¹⁄₂" min Mechanical Anchors 131
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