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Seismic — 12" Thick Slab Podium Anchorage Design Tables

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Information and tables for 10"-thick slab podium anchorage under seismic forces using our shallow podium slab anchor kit.

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    <table class="table-responsive-sm">
      <tr>
        <th colspan="5">SDC C-F AWAY FROM EDGE ANCHOR TENSION CAPACITY (lbs)</th>
      </tr>
      <tr>
        <th colspan="5">10" THICK 5000 PSI CONCRETE SLAB - CRACKED CONCRETE</th>
      </tr>
      <tr>
        <th rowspan="2">BOLT DIA (in)</th>
        <th rowspan="2">SHALLOW ANCHOR</th>
        <th rowspan="2">ANCHOR TENSION CAPACITY, ASD (LRFD)</th>
        <th rowspan="2"><a href="https://embed.widencdn.net/pdf/plus/ssttoolbox/ksnofxgr0f/SA1.pdf" target="_blank" class="file file--pdf">DETAIL ON SHEET SA1</a></th>
        <th rowspan="2">1.2 x N<sub>sa</sub> SLAB DESIGN LOAD</th>
      </tr>
      <tr></tr>
      <tr>
        <td colspan="5" class="subheading">HIGH STRENGTH ANCHOR BOLT</td>
      </tr>
      <tr>
        <td>5/8</td>
        <td>SA1-5H-XXKT</td>
        <td>14,380 (21,190)</td>
        <td>1</td>
        <td>33,900</td>
      </tr>
      <tr>
        <td>3/4</td>
        <td>SA1-6H-XXKT</td>
        <td>20,710 (31,355)</td>
        <td>2</td>
        <td>50,170</td>
      </tr>
      <tr>
        <td>7/8</td>
        <td>SA1-7H-XXKT</td>
        <td>28,185 (43,285)</td>
        <td>2</td>
        <td>69,260</td>
      </tr>
      <tr>
        <td>1</td>
        <td>SA1-8H-XXKT</td>
        <td>36,815 (56,790)</td>
        <td>2</td>
        <td>90,860</td>
      </tr>
      <tr>
        <td>1 1/8</td>
        <td>SA1-9H-XXKT</td>
        <td>46,595 (71,555)</td>
        <td>3</td>
        <td>114,490</td>
      </tr>
      <tr>
        <td colspan="5" class="subheading">STANDARD STRENGTH ANCHOR BOLT</td>
      </tr>
      <tr>
        <td>1/2</td>
        <td>SA1-4-XXKT</td>
        <td>4,270 (6,175)</td>
        <td>1</td>
        <td>9,875</td>
      </tr>
      <tr>
        <td>5/8</td>
        <td>SA1-5-XXKT</td>
        <td>6,675 (9,830)</td>
        <td>1</td>
        <td>15,730</td>
      </tr>
      <tr>
        <td>3/4</td>
        <td>SA1-6-XXKT</td>
        <td>9,610 (14,550)</td>
        <td>1</td>
        <td>23,280</td>
      </tr>
      <tr>
        <td>7/8</td>
        <td>SA1-7-XXKT</td>
        <td>13,080 (20,085)</td>
        <td>1</td>
        <td>32,135</td>
      </tr>
      <tr>
        <td>1</td>
        <td>SA1-8-XXKT</td>
        <td>15,990 (22,845)</td>
        <td>1</td>
        <td>42,160</td>
      </tr>
      <tr>
        <td>1 1/8</td>
        <td>SA1-9-XXKT</td>
        <td>21,620 (33,200)</td>
        <td>2</td>
        <td>53,125</td>
      </tr>
      <tr>
        <td>1 1/4</td>
        <td>SA1-10-XXKT</td>
        <td>26,690 (42,155)</td>
        <td>2</td>
        <td>67,450</td>
      </tr>
    </table>

    <p><a href="#notes">See Designer Notes</a></p>

    <table class="table-responsive-sm">
      <tr>
        <th colspan="5">SDC C-F NEAR EDGE ANCHOR TENSION CAPACITY (lbs)</th>
      </tr>
      <tr>
        <th colspan="5">10" THICK 5000 PSI CONCRETE SLAB - CRACKED CONCRETE</th>
      </tr>
      <tr>
        <th rowspan="2">BOLT DIA (in)</th>
        <th rowspan="2">SHALLOW ANCHOR</th>
        <th rowspan="2">ANCHOR TENSION CAPACITY, ASD (LRFD)</th>
        <th rowspan="2"><a href="https://embed.widencdn.net/pdf/plus/ssttoolbox/ksnofxgr0f/SA1.pdf" target="_blank" class="file file--pdf">DETAIL ON SHEET SA1</a></th>
        <th rowspan="2">1.2 x N<sub>sa</sub> SLAB DESIGN LOAD</th>
      </tr>
      <tr></tr>
      <tr>
        <td colspan="5" class="subheading">HIGH STRENGTH ANCHOR BOLT</td>
      </tr>
      <tr>
        <td>5/8</td>
        <td>SA1-5H-XXKT</td>
        <td>14,380 (21,190)</td>
        <td>6</td>
        <td>33,900</td>
      </tr>
      <tr>
        <td>3/4</td>
        <td>SA1-6H-XXKT</td>
        <td>20,710 (30,710)</td>
        <td>6</td>
        <td>50,170</td>
      </tr>
      <tr>
        <td colspan="5" class="subheading">STANDARD STRENGTH ANCHOR BOLT</td>
      </tr>
      <tr>
        <td>1/2</td>
        <td>SA1-4-XXKT</td>
        <td>4,270 (6,175)</td>
        <td>5</td>
        <td>9,875</td>
      </tr>
      <tr>
        <td>5/8</td>
        <td>SA1-5-XXKT</td>
        <td>6,675 (9,830)</td>
        <td>5</td>
        <td>15,730</td>
      </tr>
      <tr>
        <td>3/4</td>
        <td>SA1-6-XXKT</td>
        <td>9,610 (14,550)</td>
        <td>6</td>
        <td>23,280</td>
      </tr>
      <tr>
        <td>7/8</td>
        <td>SA1-7-XXKT</td>
        <td>13,080 (20,085)</td>
        <td>6</td>
        <td>32,135</td>
      </tr>
      <tr>
        <td>1</td>
        <td>SA1-8-XXKT</td>
        <td>17,080 (26,350)</td>
        <td>6</td>
        <td>42,160</td>
      </tr>
      <tr>
        <td>1 1/8</td>
        <td>SA1-9-XXKT</td>
        <td>21,620 (33,200)</td>
        <td>6</td>
        <td>53,125</td>
      </tr>
    </table>

    <p><a href="#notes">See Designer Notes</a></p>

    <table class="table-responsive-sm">
      <tr>
        <th colspan="5">SDC C-F AWAY FROM EDGE ANCHOR TENSION CAPACITY (lbs)</th>
      </tr>
      <tr>
        <th colspan="5">10" THICK 4000 PSI CONCRETE SLAB - CRACKED CONCRETE</th>
      </tr>
      <tr>
        <th rowspan="2">BOLT DIA (in)</th>
        <th rowspan="2">SHALLOW ANCHOR</th>
        <th rowspan="2">ANCHOR TENSION CAPACITY, ASD (LRFD)</th>
        <th rowspan="2"><a href="https://embed.widencdn.net/pdf/plus/ssttoolbox/ksnofxgr0f/SA1.pdf" target="_blank" class="file file--pdf">DETAIL ON SHEET SA1</a></th>
        <th rowspan="2">1.2 x N<sub>sa</sub> SLAB DESIGN LOAD</th>
      </tr>
      <tr></tr>
      <tr>
        <td colspan="5" class="subheading">HIGH STRENGTH ANCHOR BOLT</td>
      </tr>
      <tr>
        <td>5/8</td>
        <td>SA1-5H-XXKT</td>
        <td>14,380 (20,875)</td>
        <td>1</td>
        <td>33,900</td>
      </tr>
      <tr>
        <td>3/4</td>
        <td>SA1-6H-XXKT</td>
        <td>20,710 (31,355)</td>
        <td>2</td>
        <td>50,170</td>
      </tr>
      <tr>
        <td>7/8</td>
        <td>SA1-7H-XXKT</td>
        <td>28,185 (43,285)</td>
        <td>2</td>
        <td>69,260</td>
      </tr>
      <tr>
        <td>1</td>
        <td>SA1-8H-XXKT</td>
        <td>36,815 (56,790)</td>
        <td>2</td>
        <td>90,860</td>
      </tr>
      <tr>
        <td colspan="5" class="subheading">STANDARD STRENGTH ANCHOR BOLT</td>
      </tr>
      <tr>
        <td>1/2</td>
        <td>SA1-4-XXKT</td>
        <td>4,270 (6,175)</td>
        <td>1</td>
        <td>9,875</td>
      </tr>
      <tr>
        <td>5/8</td>
        <td>SA1-5-XXKT</td>
        <td>6,675 (9,830)</td>
        <td>1</td>
        <td>15,730</td>
      </tr>
      <tr>
        <td>3/4</td>
        <td>SA1-6-XXKT</td>
        <td>9,610 (14,550)</td>
        <td>1</td>
        <td>23,280</td>
      </tr>
      <tr>
        <td>7/8</td>
        <td>SA1-7-XXKT</td>
        <td>13,080 (20,085)</td>
        <td>1</td>
        <td>32,135</td>
      </tr>
      <tr>
        <td>1</td>
        <td>SA1-8-XXKT</td>
        <td>17,080 (26,350)</td>
        <td>2</td>
        <td>42,160</td>
      </tr>
      <tr>
        <td>1 1/8</td>
        <td>SA1-9-XXKT</td>
        <td>21,620 (33,200)</td>
        <td>2</td>
        <td>53,125</td>
      </tr>
      <tr>
        <td>1 1/4</td>
        <td>SA1-10-XXKT</td>
        <td>26,690 (42,155)</td>
        <td>2</td>
        <td>67,450</td>
      </tr>
    </table>

    <p><a href="#notes">See Designer Notes</a></p>

    <table class="table-responsive-sm">
      <tr>
        <th colspan="5">SDC C-F NEAR EDGE ANCHOR TENSION CAPACITY (lbs)</th>
      </tr>
      <tr>
        <th colspan="5">10" THICK 4000 PSI CONCRETE SLAB - CRACKED CONCRETE</th>
      </tr>
      <tr>
        <th rowspan="2">BOLT DIA (in)</th>
        <th rowspan="2">SHALLOW ANCHOR</th>
        <th rowspan="2">ANCHOR TENSION CAPACITY, ASD (LRFD)</th>
        <th rowspan="2"><a href="https://embed.widencdn.net/pdf/plus/ssttoolbox/ksnofxgr0f/SA1.pdf" target="_blank" class="file file--pdf">DETAIL ON SHEET SA1</a></th>
        <th rowspan="2">1.2 x N<sub>sa</sub> SLAB DESIGN LOAD</th>
      </tr>
      <tr></tr>
      <tr>
        <td colspan="5" class="subheading">HIGH STRENGTH ANCHOR BOLT</td>
      </tr>
      <tr>
        <td>5/8</td>
        <td>SA1-5H-XXKT</td>
        <td>14,380 (21,165)</td>
        <td>6</td>
        <td>33,900</td>
      </tr>
      <tr>
        <td colspan="5" class="subheading">STANDARD STRENGTH ANCHOR BOLT</td>
      </tr>
      <tr>
        <td>1/2</td>
        <td>SA1-4-XXKT</td>
        <td>4,270 (6,175)</td>
        <td>5</td>
        <td>9,875</td>
      </tr>
      <tr>
        <td>5/8</td>
        <td>SA1-5-XXKT</td>
        <td>6,675 (9,750)</td>
        <td>5</td>
        <td>15,730</td>
      </tr>
      <tr>
        <td>3/4</td>
        <td>SA1-6-XXKT</td>
        <td>9,610 (14,550)</td>
        <td>6</td>
        <td>23,280</td>
      </tr>
      <tr>
        <td>7/8</td>
        <td>SA1-7-XXKT</td>
        <td>13,080 (20,085)</td>
        <td>6</td>
        <td>32,135</td>
      </tr>
      <tr>
        <td>1</td>
        <td>SA1-8-XXKT</td>
        <td>17,080 (26,350)</td>
        <td>6</td>
        <td>42,160</td>
      </tr>
    </table>

    <p><a href="#notes">See Designer Notes</a></p>

    <table class="table-responsive-sm">
      <tr>
        <th colspan="5">SDC C-F, 13" FROM EDGE PERP WALL ANCHOR TENSION CAPACITY (lbs)</th>
      </tr>
      <tr>
        <th colspan="5">10" THICK 5000 PSI CONCRETE SLAB - CRACKED CONCRETE</th>
      </tr>
      <tr>
        <th rowspan="2">BOLT DIA (in)</th>
        <th rowspan="2">SHALLOW ANCHOR</th>
        <th rowspan="2">ANCHOR TENSION CAPACITY, ASD (LRFD)</th>
        <th rowspan="2"><a href="https://embed.widencdn.net/pdf/plus/ssttoolbox/ksnofxgr0f/SA1.pdf" target="_blank" class="file file--pdf">DETAIL ON SHEET SA1</a></th>
        <th rowspan="2">1.2 x N<sub>sa</sub> SLAB DESIGN LOAD</th>
      </tr>
      <tr></tr>
      <tr>
        <td colspan="5" class="subheading">HIGH STRENGTH ANCHOR BOLT</td>
      </tr>
      <tr>
        <td>5/8</td>
        <td>SA1-5H-XXKT</td>
        <td>14,380 (21,190)</td>
        <td>10</td>
        <td>33,900</td>
      </tr>
      <tr>
        <td>3/4</td>
        <td>SA1-6H-XXKT</td>
        <td>20,710 (31,355)</td>
        <td>9</td>
        <td>50,170</td>
      </tr>
      <tr>
        <td>7/8</td>
        <td>SA1-7H-XXKT</td>
        <td>28,185 (43,285)</td>
        <td>9</td>
        <td>69,260</td>
      </tr>
      <tr>
        <td colspan="5" class="subheading">STANDARD STRENGTH ANCHOR BOLT</td>
      </tr>
      <tr>
        <td>1/2</td>
        <td>SA1-4-XXKT</td>
        <td>4,270 (6,175)</td>
        <td>10</td>
        <td>9,875</td>
      </tr>
      <tr>
        <td>5/8</td>
        <td>SA1-5-XXKT</td>
        <td>6,675 (9,830)</td>
        <td>10</td>
        <td>15,730</td>
      </tr>
      <tr>
        <td>3/4</td>
        <td>SA1-6-XXKT</td>
        <td>9,610 (14,550)</td>
        <td>10</td>
        <td>23,280</td>
      </tr>
      <tr>
        <td>7/8</td>
        <td>SA1-7-XXKT</td>
        <td>13,080 (20,085)</td>
        <td>10</td>
        <td>32,135</td>
      </tr>
      <tr>
        <td>1</td>
        <td>SA1-8-XXKT</td>
        <td>15,990 (22,845</td>
        <td>10</td>
        <td>42,160</td>
      </tr>
      <tr>
        <td>1 1/8</td>
        <td>SA1-9-XXKT</td>
        <td>21,620 (33,200)</td>
        <td>9</td>
        <td>53,125</td>
      </tr>
      <tr>
        <td>1 1/4</td>
        <td>SA1-10-XXKT</td>
        <td>26,690 (42,155)</td>
        <td>9</td>
        <td>67,450</td>
      </tr>
    </table>

    <p><a href="#notes">See Designer Notes</a></p>
    <table class="table-responsive-sm">
      <tr>
        <th colspan="5">SDC C-F, 13" FROM EDGE PERP WALL ANCHOR TENSION CAPACITY (lbs)</th>
      </tr>
      <tr>
        <th colspan="5">10" THICK 4000 PSI CONCRETE SLAB - CRACKED CONCRETE</th>
      </tr>
      <tr>
        <th rowspan="2">BOLT DIA (in)</th>
        <th rowspan="2">SHALLOW ANCHOR</th>
        <th rowspan="2">ANCHOR TENSION CAPACITY, ASD (LRFD)</th>
        <th rowspan="2"><a href="https://embed.widencdn.net/pdf/plus/ssttoolbox/ksnofxgr0f/SA1.pdf" target="_blank" class="file file--pdf">DETAIL ON SHEET SA1</a></th>
        <th rowspan="2">1.2 x N<sub>sa</sub> SLAB DESIGN LOAD</th>
      </tr>
      <tr></tr>
      <tr>
        <td colspan="5" class="subheading">HIGH STRENGTH ANCHOR BOLT</td>
      </tr>
      <tr>
        <td>5/8</td>
        <td>SA1-5H-XXKT</td>
        <td>14,380 (20,875)</td>
        <td>10</td>
        <td>33,900</td>
      </tr>
      <tr>
        <td>3/4</td>
        <td>SA1-6H-XXKT</td>
        <td>20,710 (31,355)</td>
        <td>9</td>
        <td>50,170</td>
      </tr>
      <tr>
        <td>7/8</td>
        <td>SA1-7H-XXKT</td>
        <td>28,185 (43,285) </td>
        <td>9</td>
        <td>69,260</td>
      </tr>
      <tr>
        <td colspan="5" class="subheading">STANDARD STRENGTH ANCHOR BOLT</td>
      </tr>
      <tr>
        <td>1/2</td>
        <td>SA1-4-XXKT</td>
        <td>4,270 (6,175)</td>
        <td>10</td>
        <td>9,875</td>
      </tr>
      <tr>
        <td>5/8</td>
        <td>SA1-5-XXKT</td>
        <td>6,675 (9,830)</td>
        <td>10</td>
        <td>15,730</td>
      </tr>
      <tr>
        <td>3/4</td>
        <td>SA1-6-XXKT</td>
        <td>9,610 (14,550)</td>
        <td>10</td>
        <td>23,280</td>
      </tr>
      <tr>
        <td>7/8</td>
        <td>SA1-7-XXKT</td>
        <td>13,080 (20,085)</td>
        <td>10</td>
        <td>32,135</td>
      </tr>
      <tr>
        <td>1</td>
        <td>SA1-8-XXKT</td>
        <td>17,080 (26,350)</td>
        <td>9</td>
        <td>42,160</td>
      </tr>
      <tr>
        <td>1 1/8</td>
        <td>SA1-9-XXKT</td>
        <td>21,620 (33,200)</td>
        <td>9</td>
        <td>53,125</td>
      </tr>
      <tr>
        <td>1 1/4</td>
        <td>SA1-10-XXKT</td>
        <td>26,690 (42,155)</td>
        <td>9</td>
        <td>67,450</td>
      </tr>
    </table>

    <h5 id="notes">NOTES FOR THE DESIGNER FOR DESIGNS IN SDC C-F</h5>
    <ol>
      <li>Solutions apply to Simpson Strong-Tie Shallow Podium Anchor assembly only. See <a href="/products/lateral-systems/strong-rod-systems/ats/components/shallow-anchor-podium">sheet SA1</a>.</li>
      <li>Shallow Podium Anchor assembly kit consists of a threaded rod with a stamped head, a proprietary attached embedded plate, and a 1" stand off anchor bolt location. The "XX" variable is the specified bolt length. See <a href="/products/lateral-systems/strong-rod-systems/ats/components/shallow-anchor-podium">sheet SA1</a>.</li>
      <li>Anchor designs are in general conformance to ACI 318-19 Chapter 17 and apply Sections 17.5.2.1 and 17.5.3 for initial anchor reinforcement estimates</li>
      <li>Non-anchor reinforcement solutions assume no supplementary reinforcement. See <a href="/products/lateral-systems/strong-rod-systems/ats/components/shallow-anchor-podium">details 1/SA1, 5/SA1, 10/SA1</a>.</li>
      <li>Typical design assumes 3/4" concrete cover to the bottom of the anchor reinforcement.</li>
      <li>Slab flexural reinforcement should be specified by the registered design professional considering the project specified design loads.</li>
      <li>Simpson Strong-Tie recommends that the slab's design flexure and shear strengths are adequate to prevent plastic hinge formation under demands associated with anchorage forces corresponding to ACI 318-19, Section 17.10.5.3, using anchor tension loads obtained from either design loads obtained from either design load combinations that include E, with E increased by &Omega;<sub>o</sub>, or from 1.2 x nominal steel strength of the anchor (N<sub>sa</sub>). See table design for 1.2 x N<sub>sa</sub>.</li>
      <li>Notify the engineer of record with any anchor layout conflicts or if conditions are other than what is shown in the details on <a href="/products/lateral-systems/strong-rod-systems/ats/components/shallow-anchor-podium">sheet SA1</a>.</li>
      <li>Edge distance is 2-3/4" from the nearest free edge to the center of the anchor bolt.</li>
      <li>See <a href="/products/lateral-systems/strong-rod-systems/ats/components/shallow-anchor-podium">C/SA1</a> for representation of walls that are perpendicular to a concrete edge.</li>
    </ol>
  

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