Simpson Anchors - Anchoring and Fastening Systems - BuildSite.com
Simpson Anchors - Anchoring and Fastening Systems - BuildSite.com
Simpson Anchors - Anchoring and Fastening Systems - BuildSite.com
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Epoxy Adhesives<br />
52<br />
SET Technical Information<br />
Load-Adjustment Factors for SET Epoxy-Tie ® Adhesive in S<strong>and</strong>-Lightweight Concrete:<br />
Edge Distance, Tension <strong>and</strong> Shear Loads<br />
How to use these charts:<br />
1. The following tables are for reduced edge distance only.<br />
2. Locate the anchor size to be used for either a tension <strong>and</strong>/or<br />
shear load application.<br />
3. Locate the embedment (E) at which the anchor is to be installed.<br />
4. Locate the edge distance (Cact ) at which the anchor is to be installed.<br />
5. The load-adjustment factor (fc ) is the intersection of the row <strong>and</strong> column.<br />
Edge Distance Tension (fc)<br />
Edge<br />
Dist.<br />
Cact<br />
(in.)<br />
Dia. ³⁄₈ ¹⁄₂ ⁵⁄₈<br />
E 1³⁄₄ 3¹⁄₂ 2¹⁄₈ 4¹⁄₄ 2¹⁄₂ 5<br />
Ccr 2⁵⁄₈ 5¹⁄₄ 3¹⁄₈ 6³⁄₈ 3³⁄₄ 7¹⁄₂<br />
Cmin 1³⁄₄ 1³⁄₄ 1³⁄₄ 1³⁄₄ 1³⁄₄ 1³⁄₄<br />
fcmin 0.65 0.65 0.65 0.65 0.48 0.48<br />
1³⁄₄ 0.65 0.65 0.65 0.65 0.48 0.48<br />
2 0.75 0.68 0.71 0.67 0.55 0.50<br />
2¹⁄₄ 0.85 0.70 0.78 0.69 0.61 0.53<br />
2¹⁄₂ 0.95 0.73 0.84 0.71 0.68 0.55<br />
2³⁄₄ 1.00 0.75 0.90 0.73 0.74 0.57<br />
3 0.78 0.97 0.74 0.81 0.59<br />
3¹⁄₄ 0.80 1.00 0.76 0.87 0.62<br />
3¹⁄₂ 0.83 0.78 0.94 0.64<br />
3³⁄₄ 0.85 0.80 1.00 0.66<br />
4 0.88 0.82 0.68<br />
4¹⁄₄ 0.90 0.84 0.71<br />
4¹⁄₂ 0.93 0.86 0.73<br />
4³⁄₄ 0.95 0.88 0.75<br />
5 0.98 0.90 0.77<br />
5¹⁄₄ 1.00 0.91 0.80<br />
5¹⁄₂ 0.93 0.82<br />
5³⁄₄ 0.95 0.84<br />
6 0.97 0.86<br />
6¹⁄₄ 0.99 0.89<br />
6¹⁄₂ 1.00 0 91<br />
6³⁄₄ 0 93<br />
7 0 95<br />
7¹⁄₄ 0 98<br />
7¹⁄₂ 1.00<br />
1. E = Embedment depth (inches).<br />
2. Cact = actual edge distance at which anchor is installed (inches).<br />
3. Ccr = critical edge distance for 100% load (inches).<br />
4. Cmin = minimum edge distance for reduced load (inches).<br />
5. fc = adjustment factor for allowable load at actual edge distance.<br />
6. fccr = adjustment factor for allowable load at critical edge distance. fccr is always = 1.00.<br />
7. fcmin = adjustment factor for allowable load at minimum edge distance.<br />
8. fc = fcmin + [(1 - fcmin) (Cact - Cmin) / (Ccr - Cmin)].<br />
6. Multiply the allowable load by the applicable load-adjustment factor.<br />
7. Reduction factors for multiple edges are multiplied together.<br />
8. Adjustment factors do not apply to allowable steel strength values.<br />
9. Adjustment factors are to be applied to allowable Tension Load<br />
Based on Bond Strength values or allowable Shear Load<br />
Based on Concrete Edge Distance values only.<br />
* *<br />
Edge Distance Shear (fc)<br />
Edge<br />
Dist.<br />
Cact<br />
(in.)<br />
Dia. ³⁄₈ ¹⁄₂ ⁵⁄₈<br />
E 1³⁄₄ 3¹⁄₂ 2¹⁄₈ 4¹⁄₄ 2¹⁄₂ 5<br />
Ccr 2⁵⁄₈ 5¹⁄₄ 3¹⁄₈ 6³⁄₈ 3³⁄₄ 7¹⁄₂<br />
Cmin 1³⁄₄ 1³⁄₄ 1³⁄₄ 1³⁄₄ 1³⁄₄ 1³⁄₄<br />
fcmin 0.25 0.25 0.20 0.20 0.15 0.15<br />
1³⁄₄ 0.25 0.25 0.20 0.20 0.15 0.15<br />
2 0.46 0.30 0.35 0.24 0.26 0.19<br />
2¹⁄₄ 0.68 0.36 0.49 0.29 0.36 0.22<br />
2¹⁄₂ 0.89 0.41 0.64 0.33 0.47 0.26<br />
2³⁄₄ 1.00 0.46 0.78 0.37 0.58 0.30<br />
3 0.52 0.93 0.42 0.68 0.33<br />
3¹⁄₄ 0.57 1.00 0.46 0.79 0.37<br />
3¹⁄₂ 0.63 0.50 0.89 0.41<br />
3³⁄₄ 0.68 0.55 1.00 0.45<br />
4 0.73 0.59 0.48<br />
4¹⁄₄ 0.79 0.63 0.52<br />
4¹⁄₂ 0.84 0.68 0.56<br />
4³⁄₄ 0.89 0.72 0.59<br />
5 0.95 0.76 0.63<br />
5¹⁄₄ 1.00 0.81 0.67<br />
5¹⁄₂ 0.85 0.70<br />
5³⁄₄ 0.89 0.74<br />
6 0.94 0.78<br />
6¹⁄₄ 0.98 0.82<br />
6¹⁄₂ 1.00 0.85<br />
6³⁄₄ 0.89<br />
7 0 93<br />
7¹⁄₄ 0 96<br />
7¹⁄₂ 1.00<br />
*See page 10 for an explanation<br />
of the load table icons<br />
C-SAS-2009 © 2009 SIMPSON STRONG-TIE COMPANY INC.