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"value": "<table><tbody>\n <tr><td>L = L<sub>c</sub></td><td>L<sub>c</sub>/r</td><td>φF<sub>y</sub>A<sub>g</sub></td><td>P<sub>e</sub></td><td>P<sub>e</sub>/3.0</td><td>ϕP<sub>n</sub></td><td>P<sub>IDEA,PL</sub></td><td>P<sub>IDEA,e</sub></td><td>P<sub>IDEA</sub></td></tr>\n <tr><td>in.</td><td>---</td><td>kips</td><td>kips</td><td>kips</td><td>kips</td><td>kips</td><td>kips</td><td>kips</td></tr>\n <tr><td>2</td><td>13.9</td><td>180.0</td><td>5,962.9</td><td>1,987.6</td><td>180.0</td><td>205.0</td><td>5,588.3</td><td>205.0</td></tr>\n <tr><td>4</td><td>27.7</td><td>180.0</td><td>1,490.7</td><td>496.9</td><td>170.2</td><td>193.0</td><td>1,522.8</td><td>193.0</td></tr>\n <tr><td>6</td><td>41.6</td><td>180.0</td><td>662.5</td><td>220.8</td><td>158.6</td><td>186.0</td><td>688.2</td><td>186.0</td></tr>\n <tr><td>8</td><td>55.4</td><td>180.0</td><td>372.7</td><td>124.2</td><td>143.8</td><td>184.0</td><td>390.0</td><td>130.0</td></tr>\n <tr><td>10</td><td>69.3</td><td>180.0</td><td>238.5</td><td>79.5</td><td>126.7</td><td>184.0</td><td>249.6</td><td>83.2</td></tr>\n <tr><td>12</td><td>83.1</td><td>180.0</td><td>165.6</td><td>55.2</td><td>108.6</td><td>184.0</td><td>173.7</td><td>57.9</td></tr>\n <tr><td>14</td><td>97.0</td><td>180.0</td><td>121.7</td><td>40.6</td><td>90.5</td><td>184.0</td><td>127.5</td><td>42.5</td></tr>\n <tr><td>16</td><td>110.9</td><td>180.0</td><td>93.2</td><td>31.1</td><td>73.3</td><td>184.0</td><td>97.2</td><td>32.4</td></tr>\n</tbody></table>\n<figure data-asset-id=\"67e8e951-70b6-4187-a169-e4ef7576e2f5\" data-image-id=\"67e8e951-70b6-4187-a169-e4ef7576e2f5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d22191a0-89e1-4886-bcea-12b4609a66a4/LM5_10.png\" data-asset-id=\"67e8e951-70b6-4187-a169-e4ef7576e2f5\" data-image-id=\"67e8e951-70b6-4187-a169-e4ef7576e2f5\" alt=\"\"></figure>\n<p>In the plot, \\(\\phi\\)<em>F</em><em><sub>y</sub></em><em>A</em><em><sub>g</sub></em> is comparable to <em>P</em><em><sub>IDEA,PL</sub></em> since both represent yielding strength; \\(\\phi\\)<em>P</em><em><sub>n</sub></em> is comparable to <em>P</em><em><sub>IDEA</sub></em> since both represent the design strength; and <em>P</em><em><sub>e</sub></em> is comparable to <em>P</em><em><sub>IDEA,e</sub></em> since both represent the elastic buckling strength.</p>\n<p><em>P</em><em><sub>IDEA,PL</sub></em> is greater than \\(\\phi\\)<em>F</em><em><sub>y</sub></em><em>A</em><em><sub>g</sub></em> for <em>L</em><em><sub>c</sub></em> ≤ 4 in. For very short plates end restraint and the Poisson effect cause a more complicated multi-axial state of stress that results in greater strength.</p>\n<p><em>P</em><em><sub>IDEA</sub></em> matches <em>P</em><em><sub>e</sub></em>/3.0 for <em>L</em><em><sub>c</sub></em> ≥ 8 in. For longer plates, the buckling controls in IDEA StatiCa and the strength is equal to the elastic critical buckling loaded divided by that limiting buckling ratio.</p>"
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