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Issue is solved #201

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38cb55f
Quiz is kept
LSAITHARUN Apr 1, 2019
69534b7
Correct links are kept
LSAITHARUN Apr 1, 2019
f1346eb
insertion is possible now
LSAITHARUN Apr 1, 2019
75b8374
Quiz questions are set
LSAITHARUN Apr 1, 2019
255468c
Quiz questions are set
LSAITHARUN Apr 1, 2019
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8 changes: 6 additions & 2 deletions src/lab/exp1/Quizzes.html
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Expand Up @@ -100,11 +100,15 @@ <h2 class="text-h2-lightblue" style=" margin-bottom: 20px; margin-top: 10px; "><
<!--edit -->
<h1 class="text-h2-lightblue">Rigid Joints</h1><div class="content" id="experiment-article-section-6-content">
<p>
<b>Q1.</b>
<b>Q1.Define Rigid Frames ?</b>
<br/><br/>
<b>Q2.What are Stiff Joints? </b>
<br/><br/>
<b>Q3.Differentiate between rigid joints and pin joints.</b>
<br/><br/>
</p>
<p>
<a href="Exp-1 Rigid joint.pdf" target="_blank">Read More</a>
<a href="Exp-1 Rigid joint.pdf" target="_blank">For Answers refer this link</a>
</p>
</div> </div>
</div>
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6 changes: 4 additions & 2 deletions src/lab/exp3/Quizzes.html
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Expand Up @@ -100,11 +100,13 @@ <h2 class="text-h2-lightblue" style=" margin-bottom: 20px; margin-top: 10px; "><
<!--edit -->
<h1 class="text-h2-lightblue">Continuous Beams</h1><div class="content" id="experiment-article-section-6-content">
<p>
<b>Q1.</b>
<b>Q1.Define Continuous Beams?</b>
<br/><br/>
<b>Q2.what is the unit(si) for stress?</b>
<br></br>
</p>
<p>
<a href="Exp-3 Continuous Beams.pdf" target="_blank">Read More</a>
<a href="Exp-3 Continuous Beams.pdf" target="_blank">For answers refer this link</a>
</p>
</div> </div>
</div>
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8 changes: 4 additions & 4 deletions src/lab/exp4/Manual.html
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Expand Up @@ -103,10 +103,10 @@ <h3>Observation Table:</h3> <br>
<p align="justify">
<table border="1" cellpadding="5">
<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>
<tr><td>Column</td><td>1.Pinned-Pinned column buckling load</td><td><input style="width: 7vw"></input></td><td><input style="width: 7vw"></input></td><td><input style="width: 7vw"></input></td><td><input style="width: 7vw"></input></td><td><input style="width: 7vw"></input></td><td><input style="width: 7vw"></input></td><td><input style="width: 7vw"></input></td></tr>
<tr><td>Column</td><td>2.Fixed-Fixed column buckling load</td><td><input style="width: 7vw"></input></td><td><input style="width: 7vw"></input></td><td><input style="width: 7vw"></input></td><td><input style="width: 7vw"></input></td><td><input style="width: 7vw"></input></td><td><input style="width: 7vw"></input></td><td><input style="width: 7vw"></input></td></tr>
<tr><td>Column</td><td>3.Fixed-Pinned buckling load</td><td><input style="width: 7vw"></input></td><td><input style="width: 7vw"></input></td><td><input style="width: 7vw"></input></td><td><input style="width: 7vw"></input></td><td><input style="width: 7vw"></input></td><td><input style="width: 7vw"></input></td><td><input style="width: 7vw"></input></td></tr>
<tr><td>Column</td><td>4.Fixed-Pinned column buckling load</td><td><input style="width: 7vw"></input></td><td><input style="width: 7vw"></input></td><td><input style="width: 7vw"></input></td><td><input style="width: 7vw"></input></td><td><input style="width: 7vw"></input></td><td><input style="width: 7vw"></input></td><td><input style="width: 7vw"></input></td></tr>
</table></p>
<p>
<a href="Exp-4 Columns.pdf" target="_blank">Read More</a>
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4 changes: 2 additions & 2 deletions src/lab/exp6/Further Readings.html
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Expand Up @@ -100,8 +100,8 @@ <h2 class="text-h2-lightblue" style=" margin-bottom: 20px; margin-top: 10px; "><
<!--edit -->
<h1 class="text-h2-lightblue">Plates</h1><div class="content" id="experiment-article-section-8-content">
<ul>
<li><a href="www.efunda.com/formulae/solid_mechanics/plates/theory.cfm">www.efunda.com/formulae/solid_mechanics/plates/theory.cfm</a></li>
<li><a href="en.wikipedia.org/wiki/Bending_of_plates">en.wikipedia.org/wiki/Bending_of_plates</a></li>
<li><a href="https://www.efunda.com/formulae/solid_mechanics/plates/theory.cfm">https://www.efunda.com/formulae/solid_mechanics/plates/theory.cfm</a></li>
<li><a href="https://en.wikipedia.org/wiki/Bending_of_plates">https://en.wikipedia.org/wiki/Bending_of_plates</a></li>
<li>
Theories and applications of plate analysis by Rudolph Szilard
</li>
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