Power-Stud®+ SD1 Concrete Wedge Anchors

The Power-Stud+ SD1 concrete wedge anchor is a fully threaded, torque-controlled expansion concrete anchor designed for consistent performance in cracked and uncracked concrete. Suitable base materials include normal-weight concrete, sand-lightweight concrete, concrete over steel deck, and grouted concrete masonry. This mechanical concrete wedge anchor is manufactured with a zinc-plated carbon steel body and expansion clip for premium performance with a nut and washer included.

Power-Stud+ SD1 Concrete Wedge Anchor

Power-Stud®+ SD1 Wedge Expansion Anchors

Power-Stud®+ SD1 Tie Wire Wedge Expansion Anchor

SKU	Product Type	Diameter	Length	Material	Finish	Pieces Per Unit	Price
POW 7410SD1	Wedge Expansion Anchor	3/8"	2-1/4"	Carbon Steel	Zinc	50/Box	$19.43
POW 7412SD1	Wedge Expansion Anchor	3/8"	2-3/4"	Carbon Steel	Zinc	50/Box	$20.80
POW 7420SD1	Wedge Expansion Anchor	1/2"	2-3/4"	Carbon Steel	Zinc	50/Box	$32.80
POW 7430SD1	Wedge Expansion Anchor	5/8"	3-1/2"	Carbon Steel	Zinc	25/Box	$34.01
POW 7440SD1	Wedge Expansion Anchor	3/4"	4-1/4"	Carbon Steel	Zinc	20/Box	$38.83
POW 7441SD1	Wedge Expansion Anchor	3/4"	4-3/4"	Carbon Steel	Zinc	20/Box	$43.31
POW 7450SD1	Wedge Expansion Anchor	7/8"	6"	Carbon Steel	Zinc	10/Box	$55.14
POW 7452SD1	Wedge Expansion Anchor	7/8"	8"	Carbon Steel	Zinc	10/Box	$77.23
POW 7454SD1	Wedge Expansion Anchor	7/8"	10"	Carbon Steel	Zinc	10/Box	$76.14
POW 7400SD1	Wedge Expansion Anchor	1/4"	1-3/4"	Carbon Steel	Zinc	100/Box	$20.70
POW 7402SD1	Wedge Expansion Anchor	1/4"	2-1/4"	Carbon Steel	Zinc	100/Box	$23.70
POW 7404SD1	Wedge Expansion Anchor	1/4"	3-1/4"	Carbon Steel	Zinc	100/Box	$25.55
POW 7413SD1	Wedge Expansion Anchor	3/8"	3"	Carbon Steel	Zinc	50/Box	$21.65
POW 7414SD1	Wedge Expansion Anchor	3/8"	3-1/2"	Carbon Steel	Zinc	50/Box	$25.30
POW 7415SD1	Wedge Expansion Anchor	3/8"	3-3/4"	Carbon Steel	Zinc	50/Box	$25.70

Displaying 15 of 40 Products

SKU	Product Type	Diameter	Length	Material	Finish	Pieces Per Unit	Price
POW 7409SD1	Wedge Expansion Anchor	1/4"	2"	Carbon Steel	Zinc	100/Box	$30.70

Displaying 1 of 1 Products

Features and Benefits:

Consistent performance in high and low strength concrete
Nominal drill bit size is the same as the anchor diameter
Anchor can be installed through standard fixture holes
Length ID code and identifying marking stamped on the head of each anchor
Anchor design allows for follow-up expansion after setting under tensile loading

General Applications and Uses:

Structural connections, i.e., beam and column anchorage
Safety-related attachments
Interior applications / low-level corrosion environment
Tension zone applications, i.e., cable trays and strut, pipe supports, fire sprinklers
Seismic and wind loading

Suitable Base Materials

Normal-weight concrete
Sand-lightweight concrete
Concrete over steel deck
Grouted concrete masonry (CMU)

Anchor Materials

Zinc plated carbon steel body with expansion clip, nut, and washer

Approvals & Listings:

International Code Council, Evaluation Service (ICC-ES), ESR-2818 for cracked and uncracked concrete
International Code Council, Evaluation Service (ICC-ES), ESR-2966 for masonry
Code compliant with the 2015 IBC, 2015 IRC, 2012 IBC, 2012 IRC, 2009 IBC, and 2009 IRC
Tested in accordance with ACI 355.2/ASTM E 488 and ICC-ES AC193 for use in structural concrete under the design provisions of ACI 318-14 Chapter 17 or ACI 318-11/08 Appendix D
Evaluated and qualified by an accredited independent testing laboratory for recognition in cracked and uncracked concrete including seismic and wind loading (Category 1 anchors)
Tested in accordance with ICC-ES AC01 for use in Masonry
Underwriters Laboratories (UL Listed) - File No. EX1289, see listing for sizes

<div class="schemaQA"> <div itemscope itemtype="https://schema.org/FAQPage"> <div itemscope itemprop="mainEntity" itemtype="https://schema.org/Question"> <h2 itemprop="name" style="font-size:15px;font-weight: bold">Installation Instructions for Power-Stud+ SD1 Concrete Wedge Anchors</h2> <div itemscope itemprop="acceptedAnswer" itemtype="https://schema.org/Answer"> <div itemprop="text"> <table width="100%" border="1" cellspacing="0" cellpadding="10"> <tbody> <tr> <td align="center"><img src="https://tannerbolt.com/media/wysiwyg/tanimg/dept-pages/sd1/Step-1-installing-concrete-wedge-anchor.png"></td> <td align="center"><img src="https://tannerbolt.com/media/wysiwyg/tanimg/dept-pages/sd1/Step-2-installing-concrete-wedge-anchor.png.png"></td> <td align="center"><img src="https://tannerbolt.com/media/wysiwyg/tanimg/dept-pages/sd1/Step-3-installing-concrete-wedge-anchor.png.png"></td> <td align="center"><img src="https://tannerbolt.com/media/wysiwyg/tanimg/dept-pages/sd1/Step-4-installing-concrete-wedge-anchor.png.png"></td> </tr> <tr> <td>Step 1 Using the proper drill bit size, drill a hole into the base material to the required depth. The tolerances of the drill bit used should meet the requirements of ANsI standard B212.15.</td> <td align="left" valign="top">Step 2 Remove the dust and debris from the hole during drilling (e.g. dust extractor, hollow bit) or following drilling (e.g. suction, forced air) to extract loose particles created by drilling.</td> <td align="left" valign="top">Step 3 Position the washer on the anchor and thread on the nut. If installing through a fixture, drive the anchor through the fixture into the hole. Be sure the anchor is driven to the minimum required embedment depth, hnom.</td> <td align="left" valign="top">Step 4 Tighten the anchor with a torque wrench by applying the required installation torque, Tinst. Note: The threaded stud will draw up during the tightening of the nut; the expansion wedge (clip) remains in its original position.</td> </tr> </tbody> </table> </div> </div> </div> <div itemscope itemprop="mainEntity" itemtype="https://schema.org/Question"> <h2 itemprop="name" style="font-size:15px;font-weight: bold">How much weight can wedge anchors hold?</h2> <div itemscope itemprop="acceptedAnswer" itemtype="https://schema.org/Answer"> <div itemprop="text" style="height:250px; overflow:auto"> <table class="tspecTable" style="height: 716px;" width="100%" cellspacing="0"> <tbody> <tr style="height: 18px;"> <td style="text-align: center; height: 90px;" rowspan="3" align="center" valign="middle" bgcolor="#D1D3D4">Nominal Anchor Diameter d(in.)</td> <td style="text-align: center; height: 90px;" rowspan="3" align="center" valign="middle" bgcolor="#D1D3D4">Minimum Embedment Depthhnom in. (mm)</td> <td style="text-align: center; height: 18px;" colspan="8" align="center" valign="middle" bgcolor="#D1D3D4">Minimum Concrete Compressive Strength</td> </tr> <tr style="height: 36px;"> <td style="text-align: center; height: 36px;" colspan="2" align="center" valign="middle" bgcolor="#D1D3D4">f’c = 2,500 psi (17.3 MPa)</td> <td style="text-align: center; height: 36px;" colspan="2" align="center" valign="middle" bgcolor="#D1D3D4">f’c = 3,000 psi (20.7 MPa)</td> <td style="text-align: center; height: 36px;" colspan="2" align="center" valign="middle" bgcolor="#D1D3D4">f’c = 4,000 psi (27.6 MPa)</td> <td style="text-align: center; height: 36px;" colspan="2" align="center" valign="middle" bgcolor="#D1D3D4">f’c = 6,000 psi (41.4 MPa)</td> </tr> <tr style="height: 36px;"> <td style="text-align: center; height: 36px;" align="center" valign="middle" bgcolor="#D1D3D4">Tension lbs. (kN)</td> <td style="text-align: center; height: 36px;" align="center" valign="middle" bgcolor="#D1D3D4">Shear lbs. (kN)</td> <td style="text-align: center; height: 36px;" align="center" valign="middle" bgcolor="#D1D3D4">Tension lbs. (kN)</td> <td style="text-align: center; height: 36px;" align="center" valign="middle" bgcolor="#D1D3D4">Shear lbs. (kN)</td> <td style="text-align: center; height: 36px;" align="center" valign="middle" bgcolor="#D1D3D4">Tension lbs. (kN)</td> <td style="text-align: center; height: 36px;" align="center" valign="middle" bgcolor="#D1D3D4">Shear lbs. (kN)</td> <td style="text-align: center; height: 36px;" align="center" valign="middle" bgcolor="#D1D3D4">Tension lbs. (kN)</td> <td style="text-align: center; height: 36px;" align="center" valign="middle" bgcolor="#D1D3D4">Shear lbs. (kN)</td> </tr> <tr style="height: 18px;"> <td style="text-align: center; height: 36px;" rowspan="2" align="center">1/4</td> <td style="text-align: center; height: 18px;" align="center">1-1/8 (28)</td> <td style="text-align: center; height: 18px;" align="center">330(1.5)</td> <td style="text-align: center; height: 18px;" align="center">290(1.3)</td> <td style="text-align: center; height: 18px;" align="center">360(1.6)</td> <td style="text-align: center; height: 18px;" align="center">315(1.4)</td> <td style="text-align: center; height: 18px;" align="center">415(1.8)</td> <td style="text-align: center; height: 18px;" align="center">315(1.4)</td> <td style="text-align: center; height: 18px;" align="center">415(1.8)</td> <td style="text-align: center; height: 18px;" align="center">315(1.4)</td> </tr> <tr style="height: 18px;"> <td style="text-align: center; height: 18px;" align="center">1-3/4 (44)</td> <td style="text-align: center; height: 18px;" align="center">695(3.1)</td> <td style="text-align: center; height: 18px;" align="center">315(1.4)</td> <td style="text-align: center; height: 18px;" align="center">695(3.1)</td> <td style="text-align: center; height: 18px;" align="center">315(1.4)</td> <td style="text-align: center; height: 18px;" align="center">695(3.1)</td> <td style="text-align: center; height: 18px;" align="center">315(1.4)</td> <td style="text-align: center; height: 18px;" align="center">695(3.1)</td> <td style="text-align: center; height: 18px;" align="center">315(1.4)</td> </tr> <tr style="height: 18px;"> <td style="text-align: center; height: 36px;" rowspan="2" align="center">3/8</td> <td style="text-align: center; height: 18px;" align="center">1-5/8 (41)</td> <td style="text-align: center; height: 18px;" align="center">610(2.7)</td> <td style="text-align: center; height: 18px;" align="center">580(2.6)</td> <td style="text-align: center; height: 18px;" align="center">670(3.0)</td> <td style="text-align: center; height: 18px;" align="center">635(2.8)</td> <td style="text-align: center; height: 18px;" align="center">775(3.4)</td> <td style="text-align: center; height: 18px;" align="center">635(2.8)</td> <td style="text-align: center; height: 18px;" align="center">775(3.4)</td> <td style="text-align: center; height: 18px;" align="center">635(2.8)</td> </tr> <tr style="height: 18px;"> <td style="text-align: center; height: 18px;" align="center">2-3/8 (60)</td> <td style="text-align: center; height: 18px;" align="center">870(3.9)</td> <td style="text-align: center; height: 18px;" align="center">635(2.8)</td> <td style="text-align: center; height: 18px;" align="center">955(4.2)</td> <td style="text-align: center; height: 18px;" align="center">635(2.8)</td> <td style="text-align: center; height: 18px;" align="center">1,105(4.9)</td> <td style="text-align: center; height: 18px;" align="center">635(2.8)</td> <td style="text-align: center; height: 18px;" align="center">1,350(6.0)</td> <td style="text-align: center; height: 18px;" align="center">635(2.8)</td> </tr> <tr style="height: 18px;"> <td style="text-align: center; height: 54px;" rowspan="3" align="center">1/2</td> <td style="text-align: center; height: 18px;" align="center">2-1/4 (57)</td> <td style="text-align: center; height: 18px;" align="center">950(4.2)</td> <td style="text-align: center; height: 18px;" align="center">960(4.3)</td> <td style="text-align: center; height: 18px;" align="center">1,040(4.6)</td> <td style="text-align: center; height: 18px;" align="center">1,050(4.7)</td> <td style="text-align: center; height: 18px;" align="center">1,200(5.3)</td> <td style="text-align: center; height: 18px;" align="center">1,050(4.7)</td> <td style="text-align: center; height: 18px;" align="center">1,200(5.3)</td> <td style="text-align: center; height: 18px;" align="center">1,050(4.7)</td> </tr> <tr style="height: 18px;"> <td style="text-align: center; height: 18px;" align="center">2-1/2 (64)</td> <td style="text-align: center; height: 18px;" align="center">980(4.4)</td> <td style="text-align: center; height: 18px;" align="center">1,050(4.7)</td> <td style="text-align: center; height: 18px;" align="center">1,070(4.8)</td> <td style="text-align: center; height: 18px;" align="center">1,050(4.7)</td> <td style="text-align: center; height: 18px;" align="center">1,240(5.5)</td> <td style="text-align: center; height: 18px;" align="center">1,050(4.7)</td> <td style="text-align: center; height: 18px;" align="center">1,515(6.7)</td> <td style="text-align: center; height: 18px;" align="center">1,050(4.7)</td> </tr> <tr style="height: 18px;"> <td style="text-align: center; height: 18px;" align="center">3-3/4 (95)</td> <td style="text-align: center; height: 18px;" align="center">1,990(8.9)</td> <td style="text-align: center; height: 18px;" align="center">1,050(4.7)</td> <td style="text-align: center; height: 18px;" align="center">2,180(9.7)</td> <td style="text-align: center; height: 18px;" align="center">1,050(4.7)</td> <td style="text-align: center; height: 18px;" align="center">2,515(11.2)</td> <td style="text-align: center; height: 18px;" align="center">1,050(4.7)</td> <td style="text-align: center; height: 18px;" align="center">3,080(13.7)</td> <td style="text-align: center; height: 18px;" align="center">1,050(4.7)</td> </tr> <tr style="height: 18px;"> <td style="text-align: center; height: 54px;" rowspan="3" align="center">5/8</td> <td style="text-align: center; height: 18px;" align="center">2-3/4 (70)</td> <td style="text-align: center; height: 18px;" align="center">1,240(5.5)</td> <td style="text-align: center; height: 18px;" align="center">1,555(6.9)</td> <td style="text-align: center; height: 18px;" align="center">1,360(6.0)</td> <td style="text-align: center; height: 18px;" align="center">1,705(7.6)</td> <td style="text-align: center; height: 18px;" align="center">1,570(7.0)</td> <td style="text-align: center; height: 18px;" align="center">1,705(7.6)</td> <td style="text-align: center; height: 18px;" align="center">1,570(7.0)</td> <td style="text-align: center; height: 18px;" align="center">1,705(7.6)</td> </tr> <tr style="height: 18px;"> <td style="text-align: center; height: 18px;" align="center">3-3/8 (86)</td> <td style="text-align: center; height: 18px;" align="center">1,655(7.4)</td> <td style="text-align: center; height: 18px;" align="center">1,705(7.6)</td> <td style="text-align: center; height: 18px;" align="center">1,815(8.1)</td> <td style="text-align: center; height: 18px;" align="center">1,705(7.6)</td> <td style="text-align: center; height: 18px;" align="center">2,095(9.3)</td> <td style="text-align: center; height: 18px;" align="center">1,705(7.6)</td> <td style="text-align: center; height: 18px;" align="center">2,565(11.4)</td> <td style="text-align: center; height: 18px;" align="center">1,705(7.6)</td> </tr> <tr style="height: 18px;"> <td style="text-align: center; height: 18px;" align="center">4-5/8 (117)</td> <td style="text-align: center; height: 18px;" align="center">2,815(12.5)</td> <td style="text-align: center; height: 18px;" align="center">1,705(7.6)</td> <td style="text-align: center; height: 18px;" align="center">3,085(13.7)</td> <td style="text-align: center; height: 18px;" align="center">1,705(7.6)</td> <td style="text-align: center; height: 18px;" align="center">3,560(15.8)</td> <td style="text-align: center; height: 18px;" align="center">1,705(7.6)</td> <td style="text-align: center; height: 18px;" align="center">3,615(16.1)</td> <td style="text-align: center; height: 18px;" align="center">1,705(7.6)</td> </tr> <tr style="height: 18px;"> <td style="text-align: center; height: 54px;" rowspan="3" align="center">3/4</td> <td style="text-align: center; height: 18px;" align="center">3-3/8 (86)</td> <td style="text-align: center; height: 18px;" align="center">1,795(8.0)</td> <td style="text-align: center; height: 18px;" align="center">2,870(12.8)</td> <td style="text-align: center; height: 18px;" align="center">1,965(8.7)</td> <td style="text-align: center; height: 18px;" align="center">3,145(14.0)</td> <td style="text-align: center; height: 18px;" align="center">2,270(10.1)</td> <td style="text-align: center; height: 18px;" align="center">3,145(14.0)</td> <td style="text-align: center; height: 18px;" align="center">2,270(10.1)</td> <td style="text-align: center; height: 18px;" align="center">3,145(14.0)</td> </tr> <tr style="height: 18px;"> <td style="text-align: center; height: 18px;" align="center">4(102)</td> <td style="text-align: center; height: 18px;" align="center">2,385(10.6)</td> <td style="text-align: center; height: 18px;" align="center">3,145(14.0)</td> <td style="text-align: center; height: 18px;" align="center">2,610(11.6)</td> <td style="text-align: center; height: 18px;" align="center">3,145(14.0)</td> <td style="text-align: center; height: 18px;" align="center">3,015(13.4)</td> <td style="text-align: center; height: 18px;" align="center">3,145(14.0)</td> <td style="text-align: center; height: 18px;" align="center">3,620(16.1)</td> <td style="text-align: center; height: 18px;" align="center">3,145(14.0)</td> </tr> <tr style="height: 18px;"> <td style="text-align: center; height: 18px;" align="center">5-5/8 (143)</td> <td style="text-align: center; height: 18px;" align="center">4,420(19.7)</td> <td style="text-align: center; height: 18px;" align="center">3,145(14.0)</td> <td style="text-align: center; height: 18px;" align="center">4,840(21.5)</td> <td style="text-align: center; height: 18px;" align="center">3,145(14.0)</td> <td style="text-align: center; height: 18px;" align="center">5,590(24.9)</td> <td style="text-align: center; height: 18px;" align="center">3,145(14.0)</td> <td style="text-align: center; height: 18px;" align="center">6,265(27.9)</td> <td style="text-align: center; height: 18px;" align="center">3,145(14.0)</td> </tr> <tr style="height: 18px;"> <td style="text-align: center; height: 54px;" rowspan="3" align="center">7/8</td> <td style="text-align: center; height: 18px;" align="center">3-7/8 (98)</td> <td style="text-align: center; height: 18px;" align="center">2,280(10.1)</td> <td style="text-align: center; height: 18px;" align="center">2,670(11.9)</td> <td style="text-align: center; height: 18px;" align="center">2,500(11.1)</td> <td style="text-align: center; height: 18px;" align="center">2,925(13.0)</td> <td style="text-align: center; height: 18px;" align="center">2,890(12.9)</td> <td style="text-align: center; height: 18px;" align="center">2,925(13.0)</td> <td style="text-align: center; height: 18px;" align="center">2,890(12.9)</td> <td style="text-align: center; height: 18px;" align="center">2,925(13.0)</td> </tr> <tr style="height: 18px;"> <td style="text-align: center; height: 18px;" align="center">4-1/2 (114)</td> <td style="text-align: center; height: 18px;" align="center">2,830(12.6)</td> <td style="text-align: center; height: 18px;" align="center">2,925(13.0)</td> <td style="text-align: center; height: 18px;" align="center">3,100(13.8)</td> <td style="text-align: center; height: 18px;" align="center">2,925(13.0)</td> <td style="text-align: center; height: 18px;" align="center">3,780(16.8)</td> <td style="text-align: center; height: 18px;" align="center">2,925(13.0)</td> <td style="text-align: center; height: 18px;" align="center">4,870(21.7)</td> <td style="text-align: center; height: 18px;" align="center">2,925(13.0)</td> </tr> <tr style="height: 18px;"> <td style="text-align: center; height: 18px;" align="center">6-1/4 (159)</td> <td style="text-align: center; height: 18px;" align="center">3,775(16.8)</td> <td style="text-align: center; height: 18px;" align="center">3,950(17.6)</td> <td style="text-align: center; height: 18px;" align="center">4,135(18.4)</td> <td style="text-align: center; height: 18px;" align="center">4,325(19.2)</td> <td style="text-align: center; height: 18px;" align="center">4,775(21.2)</td> <td style="text-align: center; height: 18px;" align="center">4,995(22.2)</td> <td style="text-align: center; height: 18px;" align="center">4,775(21.2)</td> <td style="text-align: center; height: 18px;" align="center">4,995(22.2)</td> </tr> <tr style="height: 18px;"> <td style="text-align: center; height: 54px;" rowspan="3" align="center">1</td> <td style="text-align: center; height: 18px;" align="center">4-1/2 (114)</td> <td style="text-align: center; height: 18px;" align="center">3,100(13.8)</td> <td style="text-align: center; height: 18px;" align="center">4,830(21.5)</td> <td style="text-align: center; height: 18px;" align="center">3,395(15.1)</td> <td style="text-align: center; height: 18px;" align="center">5,290(23.5)</td> <td style="text-align: center; height: 18px;" align="center">3,920(17.4)</td> <td style="text-align: center; height: 18px;" align="center">5,290(23.5)</td> <td style="text-align: center; height: 18px;" align="center">3,920(17.4)</td> <td style="text-align: center; height: 18px;" align="center">5,290(23.5)</td> </tr> <tr style="height: 18px;"> <td style="text-align: center; height: 18px;" align="center">5-1/2 (140)</td> <td style="text-align: center; height: 18px;" align="center">4,135(18.4)</td> <td style="text-align: center; height: 18px;" align="center">5,290(23.5)</td> <td style="text-align: center; height: 18px;" align="center">4,530(20.2)</td> <td style="text-align: center; height: 18px;" align="center">5,290(23.5)</td> <td style="text-align: center; height: 18px;" align="center">5,230(23.3)</td> <td style="text-align: center; height: 18px;" align="center">5,290(23.5)</td> <td style="text-align: center; height: 18px;" align="center">6,405(28.5)</td> <td style="text-align: center; height: 18px;" align="center">5,290(23.5)</td> </tr> <tr style="height: 18px;"> <td style="text-align: center; height: 18px;" align="center">8(203)</td> <td style="text-align: center; height: 18px;" align="center">4,910(21.8)</td> <td style="text-align: center; height: 18px;" align="center">5,290(23.5)</td> <td style="text-align: center; height: 18px;" align="center">5,380(23.9)</td> <td style="text-align: center; height: 18px;" align="center">5,290(23.5)</td> <td style="text-align: center; height: 18px;" align="center">6,215(27.6)</td> <td style="text-align: center; height: 18px;" align="center">5,290(23.5)</td> <td style="text-align: center; height: 18px;" align="center">6,215(27.6)</td> <td style="text-align: center; height: 18px;" align="center">5,290(23.5)</td> </tr> <tr style="height: 18px;"> <td style="text-align: center; height: 36px;" rowspan="2" align="center">1-1/4</td> <td style="text-align: center; height: 18px;" align="center">5-1/2 (140)</td> <td style="text-align: center; height: 18px;" align="center">4,630(20.6)</td> <td style="text-align: center; height: 18px;" align="center">6,640(29.5)</td> <td style="text-align: center; height: 18px;" align="center">5,070(22.6)</td> <td style="text-align: center; height: 18px;" align="center">7,275(32.4)</td> <td style="text-align: center; height: 18px;" align="center">5,850(26.0)</td> <td style="text-align: center; height: 18px;" align="center">7,275(32.4)</td> <td style="text-align: center; height: 18px;" align="center">5,850(26.0)</td> <td style="text-align: center; height: 18px;" align="center">7,275(32.4)</td> </tr> <tr style="height: 18px;"> <td style="text-align: center; height: 18px;" align="center">6-1/2 (165)</td> <td style="text-align: center; height: 18px;" align="center">5,620(25.0)</td> <td style="text-align: center; height: 18px;" align="center">7,275(32.4)</td> <td style="text-align: center; height: 18px;" align="center">6,160(27.4)</td> <td style="text-align: center; height: 18px;" align="center">7,275(32.4)</td> <td style="text-align: center; height: 18px;" align="center">7,110(31.6)</td> <td style="text-align: center; height: 18px;" align="center">7,275(32.4)</td> <td style="text-align: center; height: 18px;" align="center">9,340(41.5)</td> <td style="text-align: center; height: 18px;" align="center">7,275(32.4)</td> </tr> <tr style="height: 248px;"> <td style="height: 248px;" colspan="10"> <ol id="l8"> <li data-list-text="1."> Tabulated load values are for anchors installed in uncracked concrete. Concrete compressive strength must be at the minimum at the time of installation. </li> <li data-list-text="2."> Allowable load capacities are calculated using an applied safety factor of 4.0. </li> <li data-list-text="3."> Allowable load capacities must be multiplied by reduction factors when anchor spacing or edge distances are less than critical distances. </li> <li data-list-text="4."> Linear interpolation may be used to determine allowable loads for intermediate embedments and compressive strengths. </li> <li data-list-text="5."> For lightweight concrete multiply tabulated allowable load values by a reduction factor of 0.60. </li> </ol> </td> </tr> </tbody> </table> </div> </div> </div> <div align="center" style="margin: 0 auto; width:70%;background: #316CB7;color:white;text-align: center;padding:15px;font-family: arial,helvetica, san serif;font-size:15px"><a href="https://www.tannerbolt.com/trc/post/power-stud-sd1-concrete-wedge-ancho" style="color:white;font;text-decoration: none">Learn More about SD1 Concrete Wedge Anchors</a></div> </div></div> <hr>