Fixed issues

Author: mrudhvika940

src/lab/exp1/Introduction.html

@@ -117,7 +117,7 @@ <h1 class="text-h1-lightblue">Rigid Joints</h1>
                      <div class="content" id="experiment-article-section-1-content">
                         <p align="justify">
                           Rigid frames, usually referred to simply as frames, are composed of straight members connected either by rigid (moment - resisting) connections or by hinged connections to form stable configuration. Rigid frame implies a plane structural system consisting of straight members meeting each other at an angle and rigidly connected at the junction. The members of frames are usually connected by rigid joints, although hinged connections are sometimes used. A rigid joint prevents relative translations and rotations of the member ends connected to it, so the joint is capable of transmitting two rectangular force components and a couple between the connected members. A rigid connection keeps unchanged the angle between members as the entire frame distorts under load.
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                         <p>
                            <a href="Exp-1 Rigid joint.pdf">Read More</a>
                         </p>

src/lab/exp2/Introduction.html

@@ -120,7 +120,7 @@ <h1 class="text-h1-lightblue">Single Span Beams</h1>
                         </p>
                         <p align="justify">
                            Beams are characterized by their profile (the shape of their cross-section), their length, and their material. In contemporary construction, beams are typically made of steel, reinforced concrete, or wood. One of the most common types of steel beam is the I-beam or wide-flange beam (also known as a "universal beam" or, for stouter sections, a "universal column"). This is commonly used in steel-frame buildings and bridges. Other common beam profiles are the C-channel, the hollow structural section beam, the pipe, and the angle.
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                         <p>
                            <a href="Exp-2 Single span beams.pdf">Read More</a>
                         </p>

src/lab/exp5/Introduction.html

@@ -122,7 +122,7 @@ <h1 class="text-h1-lightblue">Portal Frames</h1>
                            Because of these very strong and rigid joints some of the bending moment in the rafters is transferred to the columns. This means that the size of the rafters can be reduced or the span can be increased for the same size rafters. This makes portal frames a very efficient construction technique to use for wide span buildings. <br/>
                            Portal frame construction is therefore typically seen in warehouses, barns and other places where large, open spaces are required at low cost and a pitched roof is acceptable.
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                         <p>
                            <a href="Exp-5 Portal frames.pdf">Read More</a>
                         </p>

src/lab/exp5/Theory.html

@@ -120,7 +120,7 @@ <h1 class="text-h1-lightblue">Portal Frames</h1>
                         </p><br/>
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                            <img alt="" height="250" src="Theory_Figure.JPG" width="500"/>
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                         <p>
                            <a href="Exp-5 Portal frames.pdf">Read More</a>
                         </p>

src/lab/exp7/Further Readings.html

@@ -113,7 +113,7 @@ <h3 class="text-h3-darkblue" style="margin-top: 2px;"> Feedback </h3>
                   </div>
                   <div class="col-md-10 lab-list-col-10">
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-                     <h1 class="text-h2-lightblue">Arches</h1>
+                     <h1 class="text-h1-lightblue">Arches</h1>
                      <div class="content" id="experiment-article-section-8-content">
                         <ul>
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