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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F-SAS-CSAS2009 ©2011 <strong>Simpson</strong> Strong-Tie Company Inc.<br />
<strong>Anchoring</strong> <strong>and</strong> <strong>Fastening</strong> <strong>Systems</strong> for Concrete <strong>and</strong> Masonry Errata<br />
Errata<br />
Titen HD ® Rod Coupler<br />
From Page 132 of C-SAS-2009 <strong>Anchoring</strong> <strong>and</strong> <strong>Fastening</strong> <strong>Systems</strong> for Concrete <strong>and</strong> Masonry catalog<br />
Titen HD ® Rod Coupler Tension Loads in Normal-Weight Concrete Stemwall<br />
Size<br />
in.<br />
(mm)<br />
3 ⁄<br />
(9.5)<br />
⁄<br />
(12.7)<br />
Drill Bit<br />
Dia.<br />
in.<br />
⁄<br />
⁄<br />
Embed.<br />
Depth<br />
in.<br />
(mm)<br />
5<br />
(127)<br />
8<br />
(203)<br />
Stemwall<br />
Width<br />
in.<br />
(mm)<br />
8<br />
(203)<br />
8<br />
(203)<br />
Minimum<br />
Edge<br />
Dist.<br />
in.<br />
(mm)<br />
1 3 ⁄<br />
(44)<br />
1 ⁄<br />
(44)<br />
Minimum<br />
End<br />
Dist.<br />
in.<br />
(mm)<br />
10<br />
(254)<br />
16<br />
(406)<br />
Minimum<br />
Spacing<br />
Dist.<br />
in.<br />
(mm)<br />
20<br />
(508)<br />
32<br />
(813)<br />
1. Allowable load must be the lesser of the concrete or steel strength.<br />
2. The allowable loads based on concrete strength are based on a factor of safety of 4.0.<br />
3. The allowable load based on steel strength is limited by the strength of the coupler nut<br />
supplied with this anchor. Use of higher strength rod will not increase allowable loads.<br />
4. The minimum concrete thickness is 1.5 times the embedment depth.<br />
5. Tension <strong>and</strong> shear loads may be <strong>com</strong>bined using the straight-line interaction equation (n=1).<br />
Titen HD ® Rod Coupler Shear Loads in Normal-Weight Concrete Stemwall,<br />
Load Applied Parallel to Concrete Edge<br />
Size<br />
in.<br />
(mm)<br />
⁄2<br />
(12.7)<br />
Drill Bit<br />
Dia.<br />
in.<br />
⁄<br />
Embed.<br />
Depth<br />
in.<br />
(mm)<br />
8<br />
(203)<br />
Stemwall<br />
Width<br />
in.<br />
(mm)<br />
8<br />
(203)<br />
Minimum<br />
Edge<br />
Dist.<br />
in.<br />
(mm)<br />
1 ⁄<br />
(44)<br />
Minimum<br />
End<br />
Dist.<br />
in.<br />
(mm)<br />
16<br />
(406)<br />
Tension Load<br />
Based on<br />
Concrete Strength<br />
f' c ≥ 2500 psi (17.2 Mpa)<br />
Concrete<br />
Ultimate<br />
lbs. (kN)<br />
8,900<br />
(39.6)<br />
15,540<br />
(69.1)<br />
Minimum<br />
Spacing<br />
Dist.<br />
in.<br />
(mm)<br />
32<br />
(813)<br />
Allowable<br />
lbs. (kN)<br />
1. Install with a washer (not supplied with anchor) when used to resist shear loads.<br />
2. The allowable load based on concrete edge distance is based on a factor of safety of 4.0. Steel strength does not control.<br />
3. The minimum concrete thickness is 1.5 times the embedment depth.<br />
4. Tension <strong>and</strong> shear loads may be <strong>com</strong>bined using the straight-line interaction equation (n=1).<br />
2,225<br />
(9.9)<br />
3,885<br />
(17.3)<br />
Tension Load<br />
Based on<br />
Connected<br />
Rod Strength<br />
A307<br />
(SAE 1018)<br />
Allowable<br />
lbs. (kN)<br />
2,105<br />
(9.4)<br />
3,750<br />
(16.7)<br />
Shear Load<br />
Based on Conc. Edge Dist.<br />
f'c ≥ 2500 psi (17.2 Mpa)<br />
Concrete<br />
Ultimate<br />
lbs. (kN)<br />
6,200<br />
(27.6)<br />
Allowable<br />
lbs. (kN)<br />
1,550<br />
(6.9)<br />
*<br />
*<br />
*See page 5 for<br />
an explanation<br />
of the load table<br />
icons<br />
End<br />
dist.<br />
Edge<br />
1 3 ⁄4"<br />
W=8"<br />
Edge <strong>and</strong> end distances<br />
for Titen HD rod coupler in<br />
concrete foundation stemwall<br />
corner installation<br />
39
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