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<h1>Titen HD&reg; Rod Coupler Screw Anchor</h1>
  <div class="row">
    <div class="col-sm-9">
      <h2>Titen HD&reg; Rod Coupler Screw Anchor for Concrete Foundations</h2>
      <p>The <a href="/mechanicalanchors_mechanicalanchoringproducts/thd-rc_anchor/p/titen-hd-rod-coupler">Titen HD rod coupler screw anchor</a> is designed to be used in conjunction with a single or multi-story continuous rod <nobr>tie-down</nobr> system. This anchor provides a fast and simple way to attach threaded rod to a 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.</p>
    </div>
    
    <div class="col-sm-3">
      <div class="image"> <img alt="AT-XP&reg; Fast-Curing Anchoring Adhesives" src="https://ssttoolbox.widen.net/content/wqmgbuujcv/png/THD37634RC.png?w=1300&h=867&position=c&color=00000000&quality=80" style="mix-blend-mode: multiply;">
        <div class="image__caption">Titen HD Rod Coupler
          Screw Anchor</div>
      </div>
       
    </div>
     
  </div>
  
  
  
  
  <h2>Technical Data</h2>
  <h2>Load Tables for Cracked Foundation</h2>
  <h2>SD Tension Values (CC)</h2>
  <table class="table-responsive-sm">
    <thead>
      <tr>
        <th rowspan="3" width="73">Size (in.)</th>
        <th rowspan="3" width="65">Model<br>
          No.</th>
        <th rowspan="3" width="48">Nom. Embed. Depth (in.)</th>
        <th colspan="3" width="168">Center of Interior Thickened Slab</th>
        <th colspan="4" width="216">Edge of Turned Down Slab or Stemwall</th>
        <th colspan="4" width="228">Edge of Elevated Slab</th>
      </tr>
      <tr>
        <th rowspan="2" width="56">Min. End Dist. (in.)</th>
        <th rowspan="2" width="56">Min. Concrete Thick. (in.)</th>
        <th rowspan="2" width="56">Tension Strength (lb.)</th>
        <th rowspan="2" width="53">Min. Concrete Thick. (in.)</th>
        <th rowspan="2" width="53">Min. End Dist. (in.)</th>
        <th colspan="2">Tension Strength (lb.)</th>
        <th rowspan="2" width="57">Min. Concrete Thick. (in.)</th>
        <th rowspan="2" width="57">Min. End Dist. (in.)</th>
        <th colspan="2">Tension Strength (lb.)</th>
      </tr>
      <tr>
        <th>1 3/4 Edge Dist.</th>
        <th>2 3/4 Edge Dist.</th>
        <th>1 3/4 Edge Dist.</th>
        <th>2 3/4 Edge Dist.</th>
      </tr>
    </thead>
    <tr>
      <td>3/8&nbsp;x&nbsp;6&nbsp;3/4</td>
      <td>THD37634RC</td>
      <td>5</td>
      <td>1 3/4</td>
      <td>10</td>
      <td>1,755</td>
      <td>10</td>
      <td>6</td>
      <td>1,755</td>
      <td>1,755</td>
      <td>10</td>
      <td>5 1/2</td>
      <td>1,755</td>
      <td>1,755</td>
    </tr>
    <tr>
      <td>1/2 x 9 3/4</td>
      <td>THD50934RC<br>THD5093437RC</td>
      <td>8</td>
      <td>10</td>
      <td>14</td>
      <td>2,855</td>
      <td>14</td>
      <td>10</td>
      <td>2,800</td>
      <td>2,855</td>
      <td>14</td>
      <td>5</td>
      <td>2,855</td>
      <td>2,855</td>
    </tr>
  </table>
  <h2>SD Shear Values (CC)</h2>
  <table class="table-responsive-sm">
    <thead>
      <tr>
        <th rowspan="3" width="73">Size (in.)</th>
        <th rowspan="3" width="65">Model<br>
          No.</th>
        <th rowspan="3" width="48">Nom. Embed. Depth (in.)</th>
        <th colspan="3" width="168">Center of Interior Thickened Slab</th>
        <th colspan="4" width="216">Edge of Turned Down Slab or Stemwall</th>
        <th colspan="4" width="228">Edge of Elevated Slab</th>
      </tr>
      <tr>
        <th rowspan="2" width="56">Min. End Dist. (in.)</th>
        <th rowspan="2" width="56">Min. Concrete Thick. (in.)</th>
        <th rowspan="2" width="56">Shear Strength (lb.)</th>
        <th rowspan="2" width="53">Min. Concrete Thick. (in.)</th>
        <th rowspan="2" width="53">Min. End Dist. (in.)</th>
        <th colspan="2">Shear Strength (lb.)</th>
        <th rowspan="2" width="57">Min. Concrete Thick. (in.)</th>
        <th rowspan="2" width="57">Min. End Dist. (in.)</th>
        <th colspan="2">Shear Strength (lb.)</th>
      </tr>
      <tr>
        <th>1 3/4 Edge Dist.</th>
        <th>2 3/4 Edge Dist.</th>
        <th>1 3/4 Edge Dist.</th>
        <th>2 3/4 Edge Dist.</th>
      </tr>
      <tr>
        <th class="subheading" colspan="14">Shear Load Perpendicular to Edge</th>
      </tr>
    </thead>
    <tr>
      <td>3/8 x 6 3/4</td>
      <td>THD37634RC</td>
      <td>5</td>
      <td>1 3/4</td>
      <td>10</td>
      <td>525</td>
      <td>10</td>
      <td>6</td>
      <td>525</td>
      <td>1,035</td>
      <td>10</td>
      <td>5 1/2</td>
      <td>525</td>
      <td>1,035</td>
    </tr>
    <tr>
      <td>1/2 x 9 3/4</td>
      <td>THD50934RC<br>THD5093437RC</td>
      <td>8</td>
      <td>10</td>
      <td>14</td>
      <td>610</td>
      <td>14</td>
      <td>10</td>
      <td>610</td>
      <td>1,195</td>
      <td>14</td>
      <td>5</td>
      <td>610</td>
      <td>1,195</td>
    </tr>
    <tr>
      <th class="subheading secondary" colspan="14">Shear Load Parallel to Edge</th>
    </tr>
    <tr>
      <td>3/8 x 6 3/4</td>
      <td>THD37634RC</td>
      <td>5</td>
      <td>1 3/4</td>
      <td>10</td>
      <td>1,050</td>
      <td>10</td>
      <td>6</td>
      <td>1,050</td>
      <td>2,070</td>
      <td>10</td>
      <td>5 1/2</td>
      <td>1,050</td>
      <td>2,070</td>
    </tr>
    <tr>
      <td>1/2 x 9 3/4</td>
      <td>THD50934RC<br>THD5093437RC</td>
      <td>8</td>
      <td>10</td>
      <td>14</td>
      <td>1,220</td>
      <td>14</td>
      <td>10</td>
      <td>1,220</td>
      <td>2,390</td>
      <td>14</td>
      <td>5</td>
      <td>1,220</td>
      <td>2,390</td>
    </tr>
  </table>

  <h2>ASD Tension Values (CC)</h2>
  <table class="table-responsive-sm">
    <tr>
      <th rowspan="3" width="73">Size (in.)</th>
      <th rowspan="3" width="65">Model<br>
        No.</th>
      <th rowspan="3" width="48">Nom. Embed. Depth (in.)</th>
      <th colspan="3" width="168">Center of Interior Thickened Slab</th>
      <th colspan="4" width="216">Edge of Turned Down Slab or Stemwall</th>
      <th colspan="4" width="228">Edge of Elevated Slab</th>
    </tr>
    <tr>
      <th rowspan="2" width="56">Min. End Dist. (in.)</th>
      <th rowspan="2" width="56">Min. Concrete Thick. (in.)</th>
      <th rowspan="2" width="56">Tension Strength (lb.)</th>
      <th rowspan="2" width="53">Min. Concrete Thick. (in.)</th>
      <th rowspan="2" width="53">Min. End Dist. (in.)</th>
      <th colspan="2">Tension Strength (lb.)</th>
      <th rowspan="2" width="57">Min. Concrete Thick. (in.)</th>
      <th rowspan="2" width="57">Min. End Dist. (in.)</th>
      <th colspan="2">Tension Strength (lb.)</th>
    </tr>
    <tr>
      <th>1 3/4 Edge Dist.</th>
      <th>2 3/4 Edge Dist.</th>
      <th>1 3/4 Edge Dist.</th>
      <th>2 3/4 Edge Dist.</th>
    </tr>
    <tr>
      <td>3/8&nbsp;x&nbsp;6&nbsp;3/4</td>
      <td>THD37634RC</td>
      <td>5</td>
      <td>1 3/4</td>
      <td>10</td>
      <td>1,055</td>
      <td>10</td>
      <td>6</td>
      <td>1,055</td>
      <td>1,055</td>
      <td>10</td>
      <td>5 1/2</td>
      <td>1,055</td>
      <td>1,055</td>
    </tr>
    <tr>
      <td>1/2 x 9 3/4</td>
      <td>THD50934RC<br>THD5093437RC</td>
      <td>8</td>
      <td>10</td>
      <td>14</td>
      <td>1,715</td>
      <td>14</td>
      <td>10</td>
      <td>1,680</td>
      <td>1,715</td>
      <td>14</td>
      <td>5</td>
      <td>1,715</td>
      <td>1,715</td>
    </tr>
  </table>

  <h2>ASD Shear Values (CC)</h2>
  <table class="table-responsive-sm">
    <tr>
      <th rowspan="3" width="73">Size (in.)</th>
      <th rowspan="3" width="65">Model<br>
        No.</th>
      <th rowspan="3" width="48">Nom. Embed. Depth (in.)</th>
      <th colspan="3" width="168">Center of Interior Thickened Slab</th>
      <th colspan="4" width="216">Edge of Turned Down Slab or Stemwall</th>
      <th colspan="4" width="228">Edge of Elevated Slab</th>
    </tr>
    <tr>
      <th rowspan="2" width="56">Min. End Dist. (in.)</th>
      <th rowspan="2" width="56">Min. Concrete Thick. (in.)</th>
      <th rowspan="2" width="56">Shear Strength (lb.)</th>
      <th rowspan="2" width="53">Min. Concrete Thick. (in.)</th>
      <th rowspan="2" width="53">Min. End Dist. (in.)</th>
      <th colspan="2">Shear Strength (lb.)</th>
      <th rowspan="2" width="57">Min. Concrete Thick. (in.)</th>
      <th rowspan="2" width="57">Min. End Dist. (in.)</th>
      <th colspan="2">Shear Strength (lb.)</th>
    </tr>
    <tr>
      <th>1 3/4 Edge Dist.</th>
      <th>2 3/4 Edge Dist.</th>
      <th>1 3/4 Edge Dist.</th>
      <th>2 3/4 Edge Dist.</th>
    </tr>
    <tr>
      <th class="subheading" colspan="14">Shear Load Perpendicular to Edge</th>
    </tr>
    <tr>
      <td>3/8&nbsp;x&nbsp;6&nbsp;3/4</td>
      <td>THD37634RC</td>
      <td>5</td>
      <td>1 3/4</td>
      <td>10</td>
      <td>315</td>
      <td>10</td>
      <td>6</td>
      <td>315</td>
      <td>620</td>
      <td>10</td>
      <td>5 1/2</td>
      <td>315</td>
      <td>620</td>
    </tr>
    <tr>
      <td>1/2 x 9 3/4</td>
      <td>THD50934RC<br>THD5093437RC</td>
      <td>8</td>
      <td>10</td>
      <td>14</td>
      <td>365</td>
      <td>14</td>
      <td>10</td>
      <td>365</td>
      <td>715</td>
      <td>14</td>
      <td>5</td>
      <td>365</td>
      <td>715</td>
    </tr>
    <tr>
      <th class="subheading secondary" colspan="14">Shear Load Parallel to Edge</th>
    </tr>
    <tr>
      <td>3/8 x 6 3/4</td>
      <td>THD37634RC</td>
      <td>5</td>
      <td>1 3/4</td>
      <td>10</td>
      <td>630</td>
      <td>10</td>
      <td>6</td>
      <td>630</td>
      <td>1,240</td>
      <td>10</td>
      <td>5 1/2</td>
      <td>630</td>
      <td>1,240</td>
    </tr>
    <tr>
      <td>1/2 x 9 3/4</td>
      <td>THD50934RC<br>THD5093437RC</td>
      <td>8</td>
      <td>10</td>
      <td>14</td>
      <td>730</td>
      <td>14</td>
      <td>10</td>
      <td>730</td>
      <td>1,435</td>
      <td>14</td>
      <td>5</td>
      <td>730</td>
      <td>1,435</td>
    </tr>
  </table>

  <h2>Load Tables for Uncracked Foundation</h2>
  <h2>SD Tension Values (UCC)</h2>
  <table class="table-responsive-sm">
    <thead>
      <tr>
        <th rowspan="3" width="73">Size (in.)</th>
        <th rowspan="3" width="65">Model<br>
          No.</th>
        <th rowspan="3" width="48">Nom. Embed. Depth (in.)</th>
        <th colspan="3" width="168">Center of Interior Thickened Slab</th>
        <th colspan="4" width="216">Edge of Turned Down Slab or Stemwall</th>
        <th colspan="4" width="228">Edge of Elevated Slab</th>
      </tr>
      <tr>
        <th rowspan="2" width="56">Min. End Dist. (in.)</th>
        <th rowspan="2" width="56">Min. Concrete Thick. (in.)</th>
        <th rowspan="2" width="56">Tension Strength (lb.)</th>
        <th rowspan="2" width="53">Min. Concrete Thick. (in.)</th>
        <th rowspan="2" width="53">Min. End Dist. (in.)</th>
        <th colspan="2">Tension Strength (lb.)</th>
        <th rowspan="2" width="57">Min. Concrete Thick. (in.)</th>
        <th rowspan="2" width="57">Min. End Dist. (in.)</th>
        <th colspan="2">Tension Strength (lb.)</th>
      </tr>
      <tr>
        <th>1 3/4 Edge Dist.</th>
        <th>2 3/4 Edge Dist.</th>
        <th>1 3/4 Edge Dist.</th>
        <th>2 3/4 Edge Dist.</th>
      </tr>
    </thead>
    <tr>
      <td>3/8&nbsp;x&nbsp;6&nbsp;3/4</td>
      <td>THD37634RC</td>
      <td>5</td>
      <td>1 3/4</td>
      <td>10</td>
      <td>2,900</td>
      <td>10</td>
      <td>6</td>
      <td>2,900</td>
      <td>2,900</td>
      <td>10</td>
      <td>5 1/2</td>
      <td>2,900</td>
      <td>2,900</td>
    </tr>
    <tr>
      <td>1/2 x 9 3/4</td>
      <td>THD50934RC<br>THD5093437RC</td>
      <td>8</td>
      <td>10</td>
      <td>14</td>
      <td>4,035</td>
      <td>14</td>
      <td>10</td>
      <td>3,955</td>
      <td>4,035</td>
      <td>14</td>
      <td>5&</td>
      <td>4,035</td>
      <td>4,035</td>
    </tr>
  </table>

  <h2>SD Shear Values (UCC)</h2>
  <table class="table-responsive-sm">
    <thead>
      <tr>
        <th rowspan="3" width="73">Size (in.)</th>
        <th rowspan="3" width="65">Model<br>
          No.</th>
        <th rowspan="3" width="48">Nom. Embed. Depth (in.)</th>
        <th colspan="3" width="168">Center of Interior Thickened Slab</th>
        <th colspan="4" width="216">Edge of Turned Down Slab or Stemwall</th>
        <th colspan="4" width="228">Edge of Elevated Slab</th>
      </tr>
      <tr>
        <th rowspan="2" width="56">Min. End Dist. (in.)</th>
        <th rowspan="2" width="56">Min. Concrete Thick. (in.)</th>
        <th rowspan="2" width="56">Shear Strength (lb.)</th>
        <th rowspan="2" width="53">Min. Concrete Thick. (in.)</th>
        <th rowspan="2" width="53">Min. End Dist. (in.)</th>
        <th colspan="2">Shear Strength (lb.)</th>
        <th rowspan="2" width="57">Min. Concrete Thick. (in.)</th>
        <th rowspan="2" width="57">Min. End Dist. (in.)</th>
        <th colspan="2">Shear Strength (lb.)</th>
      </tr>
      <tr>
        <th>1 3/4 Edge Dist.</th>
        <th>2 3/4 Edge Dist.</th>
        <th>1 3/4 Edge Dist.</th>
        <th>2 3/4 Edge Dist.</th>
      </tr>
      <tr>
        <th class="subheading" colspan="14">Shear Load Perpendicular to Edge</th>
      </tr>
    </thead>
    <tr>
      <td>3/8&nbsp;x&nbsp;6&nbsp;3/4</td>
      <td>THD37634RC</td>
      <td>5</td>
      <td>1 3/4</td>
      <td>10</td>
      <td>735</td>
      <td>10</td>
      <td>6</td>
      <td>735</td>
      <td>1,450</td>
      <td>10</td>
      <td>5 1/2</td>
      <td>735</td>
      <td>1,450</td>
    </tr>
    <tr>
      <td>1/2 x 9 3/4</td>
      <td>THD50934RC<br>THD5093437RC</td>
      <td>8</td>
      <td>10</td>
      <td>14</td>
      <td>850</td>
      <td>14</td>
      <td>10</td>
      <td>850</td>
      <td>1,675</td>
      <td>14</td>
      <td>5</td>
      <td>850</td>
      <td>1,675</td>
    </tr>
    <tr>
      <th class="subheading secondary" colspan="14">Shear Load Parallel to Edge</th>
    </tr>
    <tr>
      <td>3/8 x 6 3/4</td>
      <td>THD37634RC</td>
      <td>5</td>
      <td>1 3/4</td>
      <td>10</td>
      <td>1,470</td>
      <td>10</td>
      <td>6</td>
      <td>1,470</td>
      <td>2,900</td>
      <td>10</td>
      <td>5 1/2</td>
      <td>1,470</td>
      <td>2,900</td>
    </tr>
    <tr>
      <td>1/2 x 9 3/4</td>
      <td>THD50934RC<br>THD5093437RC</td>
      <td>8</td>
      <td>10</td>
      <td>14</td>
      <td>1,700</td>
      <td>14</td>
      <td>10</td>
      <td>1,700</td>
      <td>3,350</td>
      <td>14</td>
      <td>5</td>
      <td>1,700</td>
      <td>3,350</td>
    </tr>
  </table>

  <h2>ASD Tension Values (UCC)</h2>
  <table class="table-responsive-sm">
    <thead>
      <tr>
        <th rowspan="3" width="73">Size (in.)</th>
        <th rowspan="3" width="65">Model<br>
          No.</th>
        <th rowspan="3" width="48">Nom. Embed. Depth (in.)</th>
        <th colspan="3" width="168">Center of Interior Thickened Slab</th>
        <th colspan="4" width="216">Edge of Turned Down Slab or Stemwall</th>
        <th colspan="4" width="228">Edge of Elevated Slab</th>
      </tr>
      <tr>
        <th rowspan="2" width="56">Min. End Dist. (in.)</th>
        <th rowspan="2" width="56">Min. Concrete Thick. (in.)</th>
        <th rowspan="2" width="56">Tension Strength (lb.)</th>
        <th rowspan="2" width="53">Min. Concrete Thick. (in.)</th>
        <th rowspan="2" width="53">Min. End Dist. (in.)</th>
        <th colspan="2">Tension Strength (lb.)</th>
        <th rowspan="2" width="57">Min. Concrete Thick. (in.)</th>
        <th rowspan="2" width="57">Min. End Dist. (in.)</th>
        <th colspan="2">Tension Strength (lb.)</th>
      </tr>
      <tr>
        <th>1 3/4 Edge Dist.</th>
        <th>2 3/4 Edge Dist.</th>
        <th>1 3/4 Edge Dist.</th>
        <th>2 3/4 Edge Dist.</th>
      </tr>
    </thead>
    <tr>
      <td>3/8&nbsp;x&nbsp;6&nbsp;3/4</td>
      <td>THD37634RC</td>
      <td>5</td>
      <td>1 3/4</td>
      <td>10</td>
      <td>1,740</td>
      <td>10</td>
      <td>6</td>
      <td>1,740</td>
      <td>1,740</td>
      <td>10</td>
      <td>5 1/2</td>
      <td>1,740</td>
      <td>1,740</td>
    </tr>
    <tr>
      <td>1/2 x 9 3/4</td>
      <td>THD50934RC<br>THD5093437RC</td>
      <td>8</td>
      <td>10</td>
      <td>14</td>
      <td>2,420</td>
      <td>14</td>
      <td>10</td>
      <td>2,375</td>
      <td>2,420</td>
      <td>14</td>
      <td>5</td>
      <td>2,420</td>
      <td>2,420</td>
    </tr>
  </table>

  <h2>ASD Shear Values (UCC)</h2>
  <table class="table-responsive-sm">
    <thead>
      <tr>
        <th rowspan="3" width="73">Size (in.)</th>
        <th rowspan="3" width="65">Model<br>
          No.</th>
        <th rowspan="3" width="48">Nom. Embed. Depth (in.)</th>
        <th colspan="3" width="168">Center of Interior Thickened Slab</th>
        <th colspan="4" width="216">Edge of Turned Down Slab or Stemwall</th>
        <th colspan="4" width="228">Edge of Elevated Slab</th>
      </tr>
      <tr>
        <th rowspan="2" width="56">Min. End Dist. (in.)</th>
        <th rowspan="2" width="56">Min. Concrete Thick. (in.)</th>
        <th rowspan="2" width="56">Shear Strength (lb.)</th>
        <th rowspan="2" width="53">Min. Concrete Thick. (in.)</th>
        <th rowspan="2" width="53">Min. End Dist. (in.)</th>
        <th colspan="2">Shear Strength (lb.)</th>
        <th rowspan="2" width="57">Min. Concrete Thick. (in.)</th>
        <th rowspan="2" width="57">Min. End Dist. (in.)</th>
        <th colspan="2">Shear Strength (lb.)</th>
      </tr>
      <tr>
        <th>1 3/4 Edge Dist.</th>
        <th>2 3/4 Edge Dist.</th>
        <th>1 3/4 Edge Dist.</th>
        <th>2 3/4 Edge Dist.</th>
      </tr>
      <tr>
        <th class="subheading" colspan="14">Shear Load Perpendicular to Edge</th>
      </tr>
    </thead>
    <tr>
      <td>3/8&nbsp;x&nbsp;6&nbsp;3/4</td>
      <td>THD37634RC</td>
      <td>5</td>
      <td>1 3/4</td>
      <td>10</td>
      <td>440</td>
      <td>10</td>
      <td>6</td>
      <td>440</td>
      <td>870</td>
      <td>10</td>
      <td>5 1/2</td>
      <td>440</td>
      <td>870</td>
    </tr>
    <tr>
      <td>1/2 x 9 3/4</td>
      <td>THD50934RC<br>THD5093437RC</td>
      <td>8</td>
      <td>10</td>
      <td>14</td>
      <td>510</td>
      <td>14</td>
      <td>10</td>
      <td>510</td>
      <td>1,005</td>
      <td>14</td>
      <td>5</td>
      <td>510</td>
      <td>1,005</td>
    </tr>
    <tr>
      <th class="subheading secondary" colspan="14">Shear Load Parallel to Edge</th>
    </tr>
    <tr>
      <td>3/8 x 6 3/4</td>
      <td>THD37634RC</td>
      <td>5</td>
      <td>1 3/4</td>
      <td>10</td>
      <td>880</td>
      <td>10</td>
      <td>6</td>
      <td>880</td>
      <td>1,740</td>
      <td>10</td>
      <td>5 1/2</td>
      <td>880</td>
      <td>1,740</td>
    </tr>
    <tr>
      <td>1/2 x 9 3/4</td>
      <td>THD50934RC<br>THD5093437RC</td>
      <td>8</td>
      <td>10</td>
      <td>14</td>
      <td>1,020</td>
      <td>14</td>
      <td>10</td>
      <td>1,020</td>
      <td>2,010</td>
      <td>14</td>
      <td>5</td>
      <td>1,020</td>
      <td>2,010</td>
    </tr>
  </table>

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