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SyedNazar178 Jun 26, 2020
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SyedNazar178 Jun 26, 2020
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12 changes: 6 additions & 6 deletions src/lab/exp4/Manual.html
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Expand Up @@ -101,11 +101,11 @@ <h1 class="text-h2-lightblue">Column Analysis</h1><div class="content" id="exper
<h3>Observation Table:</h3> <br/>
<p align="justify">
</p><table border="1" cellpadding="5">
<tbody><tr><td>Section Type</td><td>Type of joints</td><td>Young's Modules(Ksi)</td><td>Area of M.I(mm4)</td><td>Length of Column(Ft)</td><td>Boundary conditions</td><td>Area of cross section(A)</td><td>Radious of Gyration(R)</td><td>Critical Buckling Load</td><td></td></tr>
<tr><td>Column</td><td>1.Pinned-Pinned column buckling load</td><td></td><td></td><td></td><td></td><td></td><td></td><td></td><td></td></tr>
<tr><td>Column</td><td>2.Fixed-Fixed column buckling load</td><td></td><td></td><td></td><td></td><td></td><td></td><td></td><td></td></tr>
<tr><td>Column</td><td>3.Fixed-Pinned buckling load</td><td></td><td></td><td></td><td></td><td></td><td></td><td></td><td></td></tr>
<tr><td>Column</td><td>4.Fixed-Pinned column buckling load</td><td></td><td></td><td></td><td></td><td></td><td></td><td></td><td></td></tr>
<tbody><tr><td>sr no</td><td>Section Type</td><td>Type of joints</td><td>Young's Modules(Ksi)</td><td>Area of M.I(mm4)</td><td>Length of Column(Ft)</td><td>Boundary conditions</td><td>Area of cross section(A)</td><td>Radious of Gyration(R)</td><td>Critical Buckling Load</td><td></td></tr>
<tr><.<td>1</td>td>Column</td><td>1.Pinned-Pinned column buckling load</td><td></td><td></td><td></td><td></td><td></td><td></td><td></td><td></td></tr>
<tr><td>2</td><td>Column</td><td>2.Fixed-Fixed column buckling load</td><td></td><td></td><td></td><td></td><td></td><td></td><td></td><td></td></tr>
<tr><td>3</td><td>Column</td><td>3.Fixed-Pinned buckling load</td><td></td><td></td><td></td><td></td><td></td><td></td><td></td><td></td></tr>
<tr><td>4</td><td>Column</td><td>4.Fixed-Pinned column buckling load</td><td></td><td></td><td></td><td></td><td></td><td></td><td></td><td></td></tr>
</tbody></table><p></p>
<p>
<a href="Exp-4 Columns.pdf" target="_blank">Read More</a>
Expand Down Expand Up @@ -220,4 +220,4 @@ <h4>Follow Us</h4>



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11 changes: 6 additions & 5 deletions src/lab/exp6/Manual.html
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Expand Up @@ -106,10 +106,11 @@ <h1 class="text-h2-lightblue">Plates</h1><div class="content" id="experiment-art
Dimensions of the plate are as follows: h = 1 in, a = b = 40 in.<br/>
Material Properties: Modulus of elasticity = 3 X 107 psi, Poisson's ratio = 0.3.<br/>
</p><table border="1" cellpadding="5">
<tbody><tr><td>CASE</td><td>Plate width</td><td>Plate length</td><td>Plate thickness</td><td>Modules of Elasticity</td><td>Poisson's ration</td><td>Deflection</td></tr>
<tr><td>Uniform Load</td><td></td><td></td><td></td><td></td><td></td><td></td></tr>
<tr><td>Concentrated force</td><td></td><td></td><td></td><td></td><td></td><td></td></tr>
<tr><td></td><td></td><td></td><td></td><td></td><td></td><td></td></tr>
<tbody>
<tr><td>srno</td><td>CASE</td><td>Plate width</td><td>Plate length</td><td>Plate thickness</td><td>Modules of Elasticity</td><td>Poisson's ration</td><td>Deflection</td></tr>
<tr><td>1</td><td>Uniform Load</td><td></td><td></td><td></td><td></td><td></td><td></td></tr>
<tr><td>2</td><td>Concentrated force</td><td></td><td></td><td></td><td></td><td></td><td></td></tr>
<tr><td>3</td><td></td><td></td><td></td><td></td><td></td><td></td><td></td></tr>
</tbody></table>
<br/><br/><br/><br/><br/><p></p>
<p>
Expand Down Expand Up @@ -225,4 +226,4 @@ <h4>Follow Us</h4>



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