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      <header alignment="Center" color="#a9a9a9">&amp;[DATE] &amp;[TIME] - &amp;[FILENAME]</header>
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      <title lang="eng">
        <p>Rigid Diaphragm Force Distribution Function</p>
      </title>
    </area>
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        <title lang="eng">
          <p>Wall stiffness Function</p>
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            <e type="operand">R.wY#</e>
            <e type="operand">1</e>
            <e type="operand">k</e>
            <e type="function" preserve="true" args="3">el</e>
            <e type="operand">r.wX#</e>
            <e type="operand">1</e>
            <e type="operand">k</e>
            <e type="function" preserve="true" args="3">el</e>
            <e type="bracket">(</e>
            <e type="operand">2</e>
            <e type="operator" args="2">^</e>
            <e type="operator" args="2">*</e>
            <e type="bracket">(</e>
            <e type="operand">k</e>
            <e type="operand">1</e>
            <e type="operand">MWallinfoY#</e>
            <e type="function" preserve="true" args="1">cols</e>
            <e type="function" preserve="true" args="4">sum</e>
            <e type="operator" args="2">:</e>
            <e type="operand" style="string">Sum of Rr^2 (torsional rigidity - X walls</e>
            <e type="operand">RrX#</e>
            <e type="operand">R.wX#</e>
            <e type="operand">1</e>
            <e type="operand">k</e>
            <e type="function" preserve="true" args="3">el</e>
            <e type="operand">r.wY#</e>
            <e type="operand">1</e>
            <e type="operand">k</e>
            <e type="function" preserve="true" args="3">el</e>
            <e type="bracket">(</e>
            <e type="operand">2</e>
            <e type="operator" args="2">^</e>
            <e type="operator" args="2">*</e>
            <e type="bracket">(</e>
            <e type="operand">k</e>
            <e type="operand">1</e>
            <e type="operand">MWallinfoX#</e>
            <e type="function" preserve="true" args="1">cols</e>
            <e type="function" preserve="true" args="4">sum</e>
            <e type="operator" args="2">:</e>
            <e type="operand">18</e>
            <e type="operand">1</e>
            <e type="function" preserve="true" args="20">line</e>
            <e type="operand" style="string">Torsional moments</e>
            <e type="operand" style="string">Moment due to force in Y-direction (CCW Positive)</e>
            <e type="operand">M.TY#</e>
            <e type="operand">F.hY#</e>
            <e type="operand">X.fh#</e>
            <e type="operand">X.cor#</e>
            <e type="operator" args="2">-</e>
            <e type="bracket">(</e>
            <e type="operator" args="2">*</e>
            <e type="operator" args="2">:</e>
            <e type="operand" style="string">Moment due to force in X-direction (CCW Positive)</e>
            <e type="operand">M.TX#</e>
            <e type="operand">F.hX#</e>
            <e type="operand">Y.fh#</e>
            <e type="operand">Y.cor#</e>
            <e type="operator" args="2">-</e>
            <e type="bracket">(</e>
            <e type="operator" args="2">*</e>
            <e type="operator" args="2">:</e>
            <e type="operand">5</e>
            <e type="operand">1</e>
            <e type="function" preserve="true" args="7">line</e>
            <e type="operand" style="string">Y-Wall forces</e>
            <e type="operand">n</e>
            <e type="operand">1</e>
            <e type="operand">MWallinfoY#</e>
            <e type="function" preserve="true" args="1">cols</e>
            <e type="function" preserve="true" args="2">range</e>
            <e type="operand" style="string">'Direct' Shear force</e>
            <e type="operand">V.iYfy#</e>
            <e type="operand">1</e>
            <e type="operand">n</e>
            <e type="function" preserve="true" args="3">el</e>
            <e type="operand">F.hY#</e>
            <e type="operand">R.wY#</e>
            <e type="operand">1</e>
            <e type="operand">n</e>
            <e type="function" preserve="true" args="3">el</e>
            <e type="operator" args="2">*</e>
            <e type="operand">R.totY#</e>
            <e type="operator" args="2">/</e>
            <e type="operator" args="2">:</e>
            <e type="operand" style="string">Torsional Shear Force</e>
            <e type="operand">VM.iYfy#</e>
            <e type="operand">1</e>
            <e type="operand">n</e>
            <e type="function" preserve="true" args="3">el</e>
            <e type="operand">M.TY#</e>
            <e type="operand">R.wY#</e>
            <e type="operand">1</e>
            <e type="operand">n</e>
            <e type="function" preserve="true" args="3">el</e>
            <e type="operand">r.wX#</e>
            <e type="operand">1</e>
            <e type="operand">n</e>
            <e type="function" preserve="true" args="3">el</e>
            <e type="operator" args="2">*</e>
            <e type="operand">RrY#</e>
            <e type="operand">RrX#</e>
            <e type="operator" args="2">+</e>
            <e type="operator" args="2">/</e>
            <e type="bracket">(</e>
            <e type="operator" args="2">*</e>
            <e type="operator" args="2">:</e>
            <e type="operand">VM.iYfx#</e>
            <e type="operand">1</e>
            <e type="operand">n</e>
            <e type="function" preserve="true" args="3">el</e>
            <e type="operand">M.TX#</e>
            <e type="operand">R.wY#</e>
            <e type="operand">1</e>
            <e type="operand">n</e>
            <e type="function" preserve="true" args="3">el</e>
            <e type="operand">r.wX#</e>
            <e type="operand">1</e>
            <e type="operand">n</e>
            <e type="function" preserve="true" args="3">el</e>
            <e type="operator" args="2">*</e>
            <e type="operand">RrY#</e>
            <e type="operand">RrX#</e>
            <e type="operator" args="2">+</e>
            <e type="operator" args="2">/</e>
            <e type="operator" args="2">*</e>
            <e type="operator" args="2">:</e>
            <e type="operand" style="string">Total Shear</e>
            <e type="operand">V.totYfy#</e>
            <e type="operand">1</e>
            <e type="operand">n</e>
            <e type="function" preserve="true" args="3">el</e>
            <e type="operand">V.iYfy#</e>
            <e type="operand">1</e>
            <e type="operand">n</e>
            <e type="function" preserve="true" args="3">el</e>
            <e type="operand">VM.iYfx#</e>
            <e type="operand">1</e>
            <e type="operand">n</e>
            <e type="function" preserve="true" args="3">el</e>
            <e type="operator" args="2">+</e>
            <e type="operator" args="2">:</e>
            <e type="operand">V.totYfx#</e>
            <e type="operand">1</e>
            <e type="operand">n</e>
            <e type="function" preserve="true" args="3">el</e>
            <e type="operand">VM.iYfx#</e>
            <e type="operand">1</e>
            <e type="operand">n</e>
            <e type="function" preserve="true" args="3">el</e>
            <e type="operator" args="2">:</e>
            <e type="operand">8</e>
            <e type="operand">1</e>
            <e type="function" preserve="true" args="10">line</e>
            <e type="function" preserve="true" args="3">for</e>
            <e type="operand">2</e>
            <e type="operand">1</e>
            <e type="function" preserve="true" args="4">line</e>
            <e type="operand" style="string">X-wall Forces</e>
            <e type="operand">n</e>
            <e type="operand">1</e>
            <e type="operand">MWallinfoX#</e>
            <e type="function" preserve="true" args="1">cols</e>
            <e type="function" preserve="true" args="2">range</e>
            <e type="operand" style="string">'Direct' Shear force</e>
            <e type="operand">V.iXfx#</e>
            <e type="operand">1</e>
            <e type="operand">n</e>
            <e type="function" preserve="true" args="3">el</e>
            <e type="operand">F.hX#</e>
            <e type="operand">R.wX#</e>
            <e type="operand">1</e>
            <e type="operand">n</e>
            <e type="function" preserve="true" args="3">el</e>
            <e type="operator" args="2">*</e>
            <e type="operand">R.totX#</e>
            <e type="operator" args="2">/</e>
            <e type="operator" args="2">:</e>
            <e type="operand" style="string">Torsional Shear Force</e>
            <e type="operand">VM.iXfx#</e>
            <e type="operand">1</e>
            <e type="operand">n</e>
            <e type="function" preserve="true" args="3">el</e>
            <e type="operand">M.TX#</e>
            <e type="operand">R.wX#</e>
            <e type="operand">1</e>
            <e type="operand">n</e>
            <e type="function" preserve="true" args="3">el</e>
            <e type="operand">r.wY#</e>
            <e type="operand">1</e>
            <e type="operand">n</e>
            <e type="function" preserve="true" args="3">el</e>
            <e type="operator" args="2">*</e>
            <e type="operand">RrY#</e>
            <e type="operand">RrX#</e>
            <e type="operator" args="2">+</e>
            <e type="operator" args="2">/</e>
            <e type="bracket">(</e>
            <e type="operator" args="2">*</e>
            <e type="operator" args="2">:</e>
            <e type="operand">VM.iXfy#</e>
            <e type="operand">1</e>
            <e type="operand">n</e>
            <e type="function" preserve="true" args="3">el</e>
            <e type="operand">M.TY#</e>
            <e type="operand">R.wX#</e>
            <e type="operand">1</e>
            <e type="operand">n</e>
            <e type="function" preserve="true" args="3">el</e>
            <e type="operand">r.wY#</e>
            <e type="operand">1</e>
            <e type="operand">n</e>
            <e type="function" preserve="true" args="3">el</e>
            <e type="operator" args="2">*</e>
            <e type="operand">RrY#</e>
            <e type="operand">RrX#</e>
            <e type="operator" args="2">+</e>
            <e type="operator" args="2">/</e>
            <e type="bracket">(</e>
            <e type="operator" args="2">*</e>
            <e type="operator" args="2">:</e>
            <e type="operand" style="string">Total Shear</e>
            <e type="operand">V.totXfx#</e>
            <e type="operand">1</e>
            <e type="operand">n</e>
            <e type="function" preserve="true" args="3">el</e>
            <e type="operand">V.iXfx#</e>
            <e type="operand">1</e>
            <e type="operand">n</e>
            <e type="function" preserve="true" args="3">el</e>
            <e type="operand">VM.iXfx#</e>
            <e type="operand">1</e>
            <e type="operand">n</e>
            <e type="function" preserve="true" args="3">el</e>
            <e type="operator" args="2">+</e>
            <e type="operator" args="2">:</e>
            <e type="operand">V.totXfy#</e>
            <e type="operand">1</e>
            <e type="operand">n</e>
            <e type="function" preserve="true" args="3">el</e>
            <e type="operand">VM.iXfy#</e>
            <e type="operand">1</e>
            <e type="operand">n</e>
            <e type="function" preserve="true" args="3">el</e>
            <e type="operator" args="2">:</e>
            <e type="operand">8</e>
            <e type="operand">1</e>
            <e type="function" preserve="true" args="10">line</e>
            <e type="function" preserve="true" args="3">for</e>
            <e type="operand">2</e>
            <e type="operand">1</e>
            <e type="function" preserve="true" args="4">line</e>
            <e type="operand">V.totYfy#</e>
            <e type="operand">V.totYfx#</e>
            <e type="operand">V.totXfx#</e>
            <e type="operand">V.totXfy#</e>
            <e type="operand">X.cor#</e>
            <e type="operand">Y.cor#</e>
            <e type="operand">6</e>
            <e type="operand">1</e>
            <e type="function" preserve="true" args="8">sys</e>
            <e type="operand">6</e>
            <e type="operand">1</e>
            <e type="function" preserve="true" args="8">line</e>
            <e type="operator" args="2">:</e>
          </input>
        </math>
      </region>
      <region id="5" top="2385" color="#000000" bgColor="#ffffff">
        <area terminator="true" />
      </region>
      <region id="6" left="9" top="2421" width="233" height="21" color="#000000" bgColor="#ffffff" fontSize="8">
        <text lang="eng">
          <p bold="true" underline="true">Shearwall Forces - Rigid Diaphragm</p>
        </text>
      </region>
      <region id="7" left="18" top="2448" width="276" height="34" color="#000000" bgColor="#ffffff" fontSize="8">
        <text lang="eng">
          <p underline="true">Wall info for Walls with Wall parallel toY-Direction</p>
        </text>
      </region>
      <region id="8" left="18" top="2502" width="194" height="99" color="#000000" bgColor="#ffffff" fontSize="8">
        <text lang="eng">
          <p>Length of wallLength of top flangeLength of bot flangeDistance from corner ofbldg to wall center(perpendicular the directionof force)</p>
        </text>
      </region>
      <region id="9" left="234" top="2502" width="645" height="83" color="#000000" bgColor="#ffffff" fontSize="8">
        <math>
          <input>
            <e type="operand">MWallinfoY</e>
            <e type="operand">1</e>
            <e type="operand">2</e>
            <e type="operand">3</e>
            <e type="operand">4</e>
            <e type="operand">5</e>
            <e type="operand">6</e>
            <e type="operand">7</e>
            <e type="operand">8</e>
            <e type="operand">9</e>
            <e type="operand">10</e>
            <e type="operand">11</e>
            <e type="operand">26</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">14.5</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">11.5</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">8</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">8</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">8.5</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">11.5</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">19.5</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">18</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">18</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">26</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">0</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">4</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">4</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">4</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">4</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">0</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">3.5</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">3.8</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">4</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">4</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">0</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">0</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">0</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">0</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">4</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">4</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">0</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">0</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">0</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">0</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">4</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">0</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">0</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">33</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">41.5</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">136.5</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">153.9</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">165</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">168</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">176</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">258</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">266</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">299.5</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">5</e>
            <e type="operand">11</e>
            <e type="function" preserve="true" args="57">mat</e>
            <e type="operator" args="2">:</e>
          </input>
        </math>
      </region>
      <region id="10" left="882" top="2529" width="162" height="21" color="#000000" bgColor="#ffffff" fontSize="8">
        <text lang="eng">
          <p>Bad Input, causes error</p>
        </text>
      </region>
      <region id="11" left="18" top="2610" width="175" height="21" color="#000000" bgColor="#ffffff" fontSize="8">
        <text lang="eng">
          <p>Lateral Force (resultant)</p>
        </text>
      </region>
      <region id="12" left="252" top="2610" width="83" height="29" color="#000000" bgColor="#ffffff" fontSize="8">
        <math>
          <input>
            <e type="operand">F.hY</e>
            <e type="operand">30</e>
            <e type="operand" style="unit">kip</e>
            <e type="operator" args="2">*</e>
            <e type="operator" args="2">:</e>
          </input>
        </math>
      </region>
      <region id="13" left="18" top="2646" width="196" height="47" color="#000000" bgColor="#ffffff" fontSize="8">
        <text lang="eng">
          <p>Distance to force from corner of building(perp to direction of  froce)</p>
        </text>
      </region>
      <region id="14" left="252" top="2664" width="76" height="29" color="#000000" bgColor="#ffffff" fontSize="8">
        <math>
          <input>
            <e type="operand">X.fh</e>
            <e type="operand">30</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operator" args="2">:</e>
          </input>
        </math>
      </region>
      <region id="15" left="18" top="2700" width="276" height="34" color="#000000" bgColor="#ffffff" fontSize="8">
        <text lang="eng">
          <p underline="true">Wall info for Walls with Wall parallel toX-Direction</p>
        </text>
      </region>
      <region id="16" left="27" top="2745" width="194" height="99" color="#000000" bgColor="#ffffff" fontSize="8">
        <text lang="eng">
          <p>Length of wallLength of top flangeLength of bot flangeDistance from corner ofbldg to wall center(perpendicular the directionof force)</p>
        </text>
      </region>
      <region id="17" left="243" top="2745" width="322" height="83" color="#000000" bgColor="#ffffff" fontSize="8">
        <math>
          <input>
            <e type="operand">MWallinfoX</e>
            <e type="operand">1</e>
            <e type="operand">2</e>
            <e type="operand">3</e>
            <e type="operand">4</e>
            <e type="operand">5</e>
            <e type="operand">6</e>
            <e type="operand">10</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">10</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">10</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">10</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">10</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">10</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">5</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">5</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">5</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">5</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">5</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">5</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">5</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">5</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">5</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">5</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">5</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">5</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">0</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">10</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">20</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">30</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">40</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">50</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operand">5</e>
            <e type="operand">6</e>
            <e type="function" preserve="true" args="32">mat</e>
            <e type="operator" args="2">:</e>
          </input>
        </math>
      </region>
      <region id="18" left="27" top="2853" width="175" height="21" color="#000000" bgColor="#ffffff" fontSize="8">
        <text lang="eng">
          <p>Lateral Force (resultant)</p>
        </text>
      </region>
      <region id="19" left="261" top="2853" width="83" height="29" color="#000000" bgColor="#ffffff" fontSize="8">
        <math>
          <input>
            <e type="operand">F.hX</e>
            <e type="operand">30</e>
            <e type="operand" style="unit">kip</e>
            <e type="operator" args="2">*</e>
            <e type="operator" args="2">:</e>
          </input>
        </math>
      </region>
      <region id="20" left="27" top="2889" width="196" height="47" color="#000000" bgColor="#ffffff" fontSize="8">
        <text lang="eng">
          <p>Distance to force from corner of building(perp to direction of  froce)</p>
        </text>
      </region>
      <region id="21" left="261" top="2907" width="76" height="29" color="#000000" bgColor="#ffffff" fontSize="8">
        <math>
          <input>
            <e type="operand">Y.fh</e>
            <e type="operand">25</e>
            <e type="operand" style="unit">ft</e>
            <e type="operator" args="2">*</e>
            <e type="operator" args="2">:</e>
          </input>
        </math>
      </region>
      <region id="22" left="36" top="2970" width="360" height="31" color="#000000" bgColor="#ffffff" fontSize="8">
        <math error="9">
          <input>
            <e type="operand">V.lat</e>
            <e type="operand">MWallinfoY</e>
            <e type="operand">F.hY</e>
            <e type="operand">X.fh</e>
            <e type="operand">MWallinfoX</e>
            <e type="operand">F.hX</e>
            <e type="operand">Y.fh</e>
            <e type="function" args="6">fRD</e>
            <e type="operator" args="2">:</e>
          </input>
        </math>
      </region>
      <region id="23" left="9" top="3024" width="115" height="21" color="#000000" bgColor="#ffffff" fontSize="8">
        <text lang="eng">
          <p underline="true">Shear on Y-Walls</p>
        </text>
      </region>
      <region id="24" left="162" top="3042" width="215" height="34" color="#000000" bgColor="#ffffff" fontSize="8">
        <math>
          <input>
            <e type="operand">V.Yfy</e>
            <e type="operand">V.lat</e>
            <e type="operand">1</e>
            <e type="function" preserve="true" args="2">el</e>
            <e type="operator" args="2">:</e>
          </input>
          <contract>
            <e type="operand" style="unit">kip</e>
          </contract>
          <result action="numeric">
            <e type="operand">5</e>
            <e type="operand">5</e>
            <e type="operand">5</e>
            <e type="operand">5</e>
            <e type="operand">5</e>
            <e type="operand">5</e>
            <e type="operand">1</e>
            <e type="operand">6</e>
            <e type="function" preserve="true" args="8">mat</e>
          </result>
        </math>
      </region>
      <region id="25" left="18" top="3051" width="121" height="21" color="#000000" bgColor="#ffffff" fontSize="8">
        <text lang="eng">
          <p>Due to force in Y</p>
        </text>
      </region>
      <region id="26" left="18" top="3078" width="121" height="21" color="#000000" bgColor="#ffffff" fontSize="8">
        <text lang="eng">
          <p>Due to force in X</p>
        </text>
      </region>
      <region id="27" left="162" top="3078" width="704" height="37" color="#000000" bgColor="#ffffff" fontSize="8">
        <math>
          <input>
            <e type="operand">V.Yfx</e>
            <e type="operand">V.lat</e>
            <e type="operand">2</e>
            <e type="function" preserve="true" args="2">el</e>
            <e type="operator" args="2">:</e>
          </input>
          <contract>
            <e type="operand" style="unit">kip</e>
          </contract>
          <result action="numeric">
            <e type="operand">3.1678</e>
            <e type="operand">10</e>
            <e type="operand">14</e>
            <e type="operator" args="1">-</e>
            <e type="operator" args="2">^</e>
            <e type="operator" args="2">*</e>
            <e type="operand">1.2671</e>
            <e type="operand">10</e>
            <e type="operand">14</e>
            <e type="operator" args="1">-</e>
            <e type="operator" args="2">^</e>
            <e type="operator" args="2">*</e>
            <e type="operand">3.1678</e>
            <e type="operand">10</e>
            <e type="operand">15</e>
            <e type="operator" args="1">-</e>
            <e type="operator" args="2">^</e>
            <e type="operator" args="2">*</e>
            <e type="operand">6.3356</e>
            <e type="operand">10</e>
            <e type="operand">15</e>
            <e type="operator" args="1">-</e>
            <e type="operator" args="2">^</e>
            <e type="operator" args="2">*</e>
            <e type="operator" args="1">-</e>
            <e type="operand">1.5839</e>
            <e type="operand">10</e>
            <e type="operand">14</e>
            <e type="operator" args="1">-</e>
            <e type="operator" args="2">^</e>
            <e type="operator" args="2">*</e>
            <e type="operator" args="1">-</e>
            <e type="operand">2.5342</e>
            <e type="operand">10</e>
            <e type="operand">14</e>
            <e type="operator" args="1">-</e>
            <e type="operator" args="2">^</e>
            <e type="operator" args="2">*</e>
            <e type="operator" args="1">-</e>
            <e type="operand">1</e>
            <e type="operand">6</e>
            <e type="function" preserve="true" args="8">mat</e>
          </result>
        </math>
      </region>
      <region id="28" left="18" top="3114" width="83" height="21" color="#000000" bgColor="#ffffff" fontSize="8">
        <text lang="eng">
          <p>CoR - X-dim</p>
        </text>
      </region>
      <region id="29" left="162" top="3114" width="167" height="34" color="#000000" bgColor="#ffffff" fontSize="8">
        <math>
          <input>
            <e type="operand">X.cor</e>
            <e type="operand">V.lat</e>
            <e type="operand">5</e>
            <e type="function" preserve="true" args="2">el</e>
            <e type="operator" args="2">:</e>
          </input>
          <contract>
            <e type="operand" style="unit">ft</e>
          </contract>
          <result action="numeric">
            <e type="operand">33.3333</e>
          </result>
        </math>
      </region>
      <region id="30" left="9" top="3150" width="115" height="21" color="#000000" bgColor="#ffffff" fontSize="8">
        <text lang="eng">
          <p underline="true">Shear on X-Walls</p>
        </text>
      </region>
      <region id="31" left="162" top="3168" width="215" height="34" color="#000000" bgColor="#ffffff" fontSize="8">
        <math>
          <input>
            <e type="operand">V.Xfy</e>
            <e type="operand">V.lat</e>
            <e type="operand">3</e>
            <e type="function" preserve="true" args="2">el</e>
            <e type="operator" args="2">:</e>
          </input>
          <contract>
            <e type="operand" style="unit">kip</e>
          </contract>
          <result action="numeric">
            <e type="operand">5</e>
            <e type="operand">5</e>
            <e type="operand">5</e>
            <e type="operand">5</e>
            <e type="operand">5</e>
            <e type="operand">5</e>
            <e type="operand">1</e>
            <e type="operand">6</e>
            <e type="function" preserve="true" args="8">mat</e>
          </result>
        </math>
      </region>
      <region id="32" left="18" top="3177" width="121" height="21" color="#000000" bgColor="#ffffff" fontSize="8">
        <text lang="eng">
          <p>Due to force in Y</p>
        </text>
      </region>
      <region id="33" left="18" top="3213" width="121" height="21" color="#000000" bgColor="#ffffff" fontSize="8">
        <text lang="eng">
          <p>Due to force in X</p>
        </text>
      </region>
      <region id="34" left="162" top="3213" width="440" height="34" color="#000000" bgColor="#ffffff" fontSize="8">
        <math>
          <input>
            <e type="operand">V.Xfx</e>
            <e type="operand">V.lat</e>
            <e type="operand">4</e>
            <e type="function" preserve="true" args="2">el</e>
            <e type="operator" args="2">:</e>
          </input>
          <contract>
            <e type="operand" style="unit">kip</e>
          </contract>
          <result action="numeric">
            <e type="operand">0.6122</e>
            <e type="operand">0.3673</e>
            <e type="operand">0.1224</e>
            <e type="operand">0.1224</e>
            <e type="operator" args="1">-</e>
            <e type="operand">0.3673</e>
            <e type="operator" args="1">-</e>
            <e type="operand">0.6122</e>
            <e type="operator" args="1">-</e>
            <e type="operand">1</e>
            <e type="operand">6</e>
            <e type="function" preserve="true" args="8">mat</e>
          </result>
        </math>
      </region>
      <region id="35" left="18" top="3258" width="83" height="21" color="#000000" bgColor="#ffffff" fontSize="8">
        <text lang="eng">
          <p>CoR - X-dim</p>
        </text>
      </region>
      <region id="36" left="162" top="3258" width="134" height="34" color="#000000" bgColor="#ffffff" fontSize="8">
        <math>
          <input>
            <e type="operand">Y.cor</e>
            <e type="operand">V.lat</e>
            <e type="operand">6</e>
            <e type="function" preserve="true" args="2">el</e>
            <e type="operator" args="2">:</e>
          </input>
          <contract>
            <e type="operand" style="unit">ft</e>
          </contract>
          <result action="numeric">
            <e type="operand">25</e>
          </result>
        </math>
      </region>
    </region>
  </region>
</regions>