Fixed the issue

mrudhvika940 · mrudhvika940 · commit f78fe4aa936e · 2020-07-14T22:29:35.000+05:30
diff --git a/src/lab/Target Audience.html b/src/lab/Target Audience.html
@@ -97,7 +97,7 @@ <h3 class="text-h3-darkblue" style="margin-top: 2px; color: #ff6600 !important;"
                         <h3 class="text-h3-darkblue" style="margin-top: 2px;">Courses Aligned</h3>
                      </a>
                      <a class="sidebar-a" href="Prerequisites.html?domain=Civil Engineering">
-                        <h3 class="text-h3-darkblue">Prerequisites</h3>
+                        <h3 class="text-h3-darkblue" style="margin-top: 2px;">Prerequisites</h3>
                      </a>
                      <a class="sidebar-a" href="Feedback.html?domain=Civil Engineering">
                         <h3 class="text-h3-darkblue" style="margin-top: 2px;">Feedback</h3>
diff --git a/src/lab/exp10/Objective.html b/src/lab/exp10/Objective.html
@@ -117,7 +117,7 @@ <h1 class="text-h1-lightblue">Plastic Hinge</h1>
                      <div class="content" id="experiment-article-section-3-content">
                         <p align="justify">
                            To determine the lateral pressure of the retaining wall.
-                        </p>
+                        </p><br/>
                         <p>
                            <a href="Exp-10 Plastic hinge.pdf">Read More</a>
                         </p>
diff --git a/src/lab/exp10/Theory.html b/src/lab/exp10/Theory.html
@@ -117,7 +117,7 @@ <h1 class="text-h1-lightblue">Plastic Hinge</h1>
                      <div class="content" id="experiment-article-section-2-content">
                         <p align="justify">
                            A retaining wall is a structure which holds back material on one side. These are particularly useful where there is a change in level within a restricted area and insufficient space for banks of appropriate slope. They can also be used to good effect where ground conditions are such that a sloping bank would slump or fail or where there is an awkward junction between adjacent freestanding walls.
-                        </p>
+                        </p><br/>
                         <p>
                            <a href="Exp-10 Plastic hinge.pdf">Read More</a>
                         </p>
diff --git a/src/lab/exp2/Further Readings.html b/src/lab/exp2/Further Readings.html
@@ -118,10 +118,10 @@ <h1 class="text-h1-lightblue">Single Span Beams</h1>
                         <ol>
                            <li>
                               Theory of structures Volume: 1 by S.P.Gupta and G.S.Pandit 
-                           </li>
+                           </li><br/>
                            <li>
                               Reference from &#8730;X MATHalino.Com 
-                           </li>
+                           </li><br/>
                            <li>
                               Mechanics of Materials by B.C.Punmia
                            </li>
diff --git a/src/lab/exp2/Manual.html b/src/lab/exp2/Manual.html
@@ -187,7 +187,6 @@ <h3>Observation Table:</h3>
 			<p>
                            <a href="Exp-2 Single span beams.pdf">Read More</a>
                         </p>
-                        <br/><br/>
                      </div>
                   </div>
                </div>
diff --git a/src/lab/exp2/Theory.html b/src/lab/exp2/Theory.html
@@ -120,7 +120,6 @@ <h1 class="text-h1-lightblue">Single Span Beams</h1>
 			  <ul>
 			    <li><strong>Shear Force:</strong> Shear force is an internal force in any material which is usually caused by any external force acting tangent (perpendicular) to the material axis, or a force which has a component acting tangent to the material axis.</li> <br/>
                            <li><strong>Bending Moment:</strong> Bending moment is the algebraic sum of moments to the left or right of the section. In each case, by considering, either for forces or moments the resultants caused by applied forces to one side of the section is balanced by bending moment and shear force acting on the section.</li><br/>
-                           <br/>
                         </p>
                         <p>
                            <a href="Exp-2 Single span beams.pdf">Read More</a>
diff --git a/src/lab/exp3/Objective.html b/src/lab/exp3/Objective.html
@@ -117,7 +117,7 @@ <h1 class="text-h1-lightblue">Continuous Beams</h1>
                      <div class="content" id="experiment-article-section-3-content">
                         <p align="justify">
                            To find the shear force diagram and bending moment diagram for a given continuous beam.
-                        </p>
+                        </p><br/>
                         <p>
                            <a href="Exp-3 Continuous Beams.pdf">Read More</a>
                         </p>
diff --git a/src/lab/exp4/Introduction.html b/src/lab/exp4/Introduction.html
@@ -117,7 +117,7 @@ <h1 class="text-h1-lightblue">Column Analysis</h1>
                      <div class="content" id="experiment-article-section-1-content">
                         <p align="justify">
                            Structural members that support compressive axial loads are called Columns. A column in structural engineering is a vertical structural element that transmits, through compression, the weight of the structure above to other structural elements below.
-                        </p>
+                        </p><br/>
                         <p>
                            <a href="Exp-4 Columns.pdf">Read More</a>
                         </p>
diff --git a/src/lab/exp4/Manual.html b/src/lab/exp4/Manual.html
@@ -181,7 +181,7 @@ <h3>Observation Table:</h3>
                               </tr>
                            </tbody>
                         </table>
-                        <p></p>
+                        <p></p><br/>
                         <p>
                            <a href="Exp-4 Columns.pdf">Read More</a>
                         </p>
diff --git a/src/lab/exp4/Objective.html b/src/lab/exp4/Objective.html
@@ -117,7 +117,7 @@ <h1 class="text-h1-lightblue">Column Analysis</h1>
                      <div class="content" id="experiment-article-section-3-content">
                         <p align="justify">
                            To determine the Column stability using boundary conditions.
-                        </p>
+                        </p><br/>
                         <p>
                            <a href="Exp-4 Columns.pdf">Read More</a>
                         </p>
diff --git a/src/lab/exp4/Theory.html b/src/lab/exp4/Theory.html
@@ -120,7 +120,7 @@ <h1 class="text-h1-lightblue">Column Analysis</h1>
                         </p>
                         <p>
                            <img alt="" height="240" src="buckling.jpg" width="320"/>
-                        </p>
+                        </p><br/>
                         <p>
                            <a href="Exp-4 Columns.pdf">Read More</a>
                         </p>
diff --git a/src/lab/exp5/Experiment.html b/src/lab/exp5/Experiment.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">
                      <!--edit -->
-                     <h1 class="text-h2-lightblue">Portal Frames</h1>
+                     <h1 class="text-h1-lightblue">Portal Frames</h1>
                      <div class="content" id="experiment-article-section-4-content">
                        <p>
                            Make sure that you have <a href="../Prerequisites.html">prerequisites</a> installed to run Virtual lab Portal Frames Experiment <br/><br/>
diff --git a/src/lab/exp5/Manual.html b/src/lab/exp5/Manual.html
@@ -121,7 +121,6 @@ <h3>Observation Table:</h3>
                         <p>
                            <a href="Exp-5 Portal frames.pdf">Read More</a>
                         </p>
-                        <br/><br/><br/>
                      </div>
                   </div>
                </div>
diff --git a/src/lab/exp5/Objective.html b/src/lab/exp5/Objective.html
@@ -117,7 +117,7 @@ <h1 class="text-h1-lightblue">Portal Frames</h1>
                      <div class="content" id="experiment-article-section-3-content">
                         <p align="justify">
                            To know the shear force diagram and bending moment diagram for a given portal frame
-                        </p>
+                        </p><br/>
                         <p>
                            <a href="Exp-5 Portal frames.pdf">Read More</a>
                         </p>
diff --git a/src/lab/exp5/Procedure.html b/src/lab/exp5/Procedure.html
@@ -118,7 +118,6 @@ <h1 class="text-h1-lightblue">Portal Frames</h1>
                         <p>
                            Procedure for the experiment is as follows.
                         </p>
-                        <h3>Observation Table:</h3>
                         <br/>
                         <img alt="" height="350" src="Observation_Table.JPG" width="560"/><br/><br/>
                         <p>
diff --git a/src/lab/exp5/Theory.html b/src/lab/exp5/Theory.html
@@ -117,7 +117,7 @@ <h1 class="text-h1-lightblue">Portal Frames</h1>
                      <div class="content" id="experiment-article-section-2-content">
                         <p align="justify">
                            Portal frames are frequently used over the entrance of a bridge and as a main stiffness element in building design in order to transfer horizontal forces applied at the top of the frame to the foundation. On bridges, these frames resist the forces caused by wind, earthquake, and unbalanced traffic loading on the bridge deck. Portals can be pin supported, fixed supported, or supported by partial fixity. The approximate analysis of each case will now be discussed for a simple three-member portal.	
-                        </p>
+                        </p><br/>
                         <p>
                            <img alt="" height="250" src="Theory_Figure.JPG" width="500"/>
                         </p>
diff --git a/src/lab/exp6/Introduction.html b/src/lab/exp6/Introduction.html
@@ -117,7 +117,7 @@ <h1 class="text-h1-lightblue">Plates</h1>
                      <div class="content" id="experiment-article-section-1-content">
                         <p align="justify">
                            A plate is a flat structural element for which the thickness is small compared with the surface dimensions. The thickness is usually constant but may be variable and is measured normal to the middle surface of the plate,
-                        </p>
+                        </p><br/>
                         <p>
                            <a href="Exp-6 Plates.pdf">Read More</a>
                         </p>
diff --git a/src/lab/exp6/Objective.html b/src/lab/exp6/Objective.html
@@ -117,7 +117,7 @@ <h1 class="text-h1-lightblue">Plates</h1>
                      <div class="content" id="experiment-article-section-3-content">
                         <p align="justify">
                            Make the students familiar with the finite element theory behind standard plates.
-                        </p>
+                        </p><br/>
                         <p>
                            <a href="Exp-6 Plates.pdf">Read More</a>
                         </p>
diff --git a/src/lab/exp6/Procedure.html b/src/lab/exp6/Procedure.html
@@ -166,7 +166,6 @@ <h1 class="text-h1-lightblue">Plates</h1>
                            </tbody>
                         </table>
                         <br/>
-                        <p></p>
                         <p>
                            <a href="Exp-6 Plates.pdf">Read More</a>
                         </p>
diff --git a/src/lab/exp6/Theory.html b/src/lab/exp6/Theory.html
@@ -117,7 +117,7 @@ <h1 class="text-h1-lightblue">Plates</h1>
                      <div class="content" id="experiment-article-section-2-content">
                         <p align="justify">
                            Plates subjected only to in-plane loading can be solved using two-dimensional plane stress theory. On the other hand, plate theory is concerned mainly with lateral loading. One of the differences between plane stress and plate theory is that in the plate theory the stress components are allowed to vary through the thickness of the plate, so that there can be bending moments,
-                        </p>
+                        </p><br/>
                         <p>
                            <a href="Exp-6 Plates.pdf">Read More</a>
                         </p>
diff --git a/src/lab/exp7/Further Readings.html b/src/lab/exp7/Further Readings.html
@@ -125,7 +125,7 @@ <h1 class="text-h2-lightblue">Arches</h1>
                            </li>
                            <br/>
                            <li>
-                              <a href="http://www.civilcraftstructures.com/civil-subjects/3-methods-for-truss-analysis/">http://www.civilcraftstructures.com/civil-subjects/3-methods-for-truss-analysis/</a><br/>
+                              <a href="http://www.civilcraftstructures.com/civil-subjects/3-methods-for-truss-analysis/">Methods for truss analysis</a><br/>
                            </li><br/>
                            <li>
                               <a href="http://en.wikipedia.org/wiki/Truss">Truss</a>
diff --git a/src/lab/exp7/Introduction.html b/src/lab/exp7/Introduction.html
@@ -122,7 +122,7 @@ <h1 class="text-h1-lightblue">Arches</h1>
                            A planar truss is one where all the members and nodes lie within a two dimensional plane, while a space truss has members and nodes extending into three dimensions. <br/>
                            A truss is composed of triangles because of the structural stability of that shape and design. A triangle is the simplest geometric figure that will not change shape when the lengths of the sides are fixed. In comparison, both the angles and the lengths of a four-sided figure must be fixed for it to retain its shape.
                            <br/>
-                        </p>
+                        </p><br/>
                         <p>
                            <a href="Exp-7 Arches.pdf">Read More</a>
                         </p>
diff --git a/src/lab/exp7/Objective.html b/src/lab/exp7/Objective.html
@@ -117,7 +117,7 @@ <h1 class="text-h1-lightblue">Arches</h1>
                      <div class="content" id="experiment-article-section-3-content">
                         <p align="justify">
                            To know the shear force diagram and bending moment diagram for a given portal frame.
-                        </p>
+                        </p><br/>
                         <p>
                            <a href="Exp-7 Arches.pdf">Read More</a>
                         </p>
diff --git a/src/lab/exp8/Introduction.html b/src/lab/exp8/Introduction.html
@@ -119,7 +119,7 @@ <h1 class="text-h1-lightblue">Trusses</h1>
                            A truss is a structure comprising one or more triangular units constructed with straight members whose ends are connected at joints referred to as nodes. External forces and reactions to those forces are considered to act only at the nodes and result in forces in the members which are either tensile or compressive forces. Moments (torsional forces) are explicitly excluded because, and only because, all the joints in a truss are treated as revolutes.<br/> 
                            A planar truss is one where all the members and nodes lie within a two dimensional plane, while a space truss has members and nodes extending into three dimensions. A truss is composed of triangles because of the structural stability of that shape and design. A triangle is the simplest geometric figure that will not change shape when the lengths of the sides are fixed. In comparison, both the angles and the lengths of a four-sided figure must be fixed for it to retain its shape.
                            <br/>
-                        </p>
+                        </p><br/>
                         <p>
                            <a href="Exp-8 Trusses.pdf">Read More</a>
                         </p>
diff --git a/src/lab/exp8/Objective.html b/src/lab/exp8/Objective.html
@@ -117,7 +117,7 @@ <h1 class="text-h1-lightblue">Trusses</h1>
                      <div class="content" id="experiment-article-section-3-content">
                         <p align="justify">
                            To know the shear force diagram and bending moment diagram for a given portal frame.
-                        </p>
+                        </p><br/>
                         <p>
                            <a href="Exp-8 Trusses.pdf">Read More</a>
                         </p>
diff --git a/src/lab/exp8/Procedure.html b/src/lab/exp8/Procedure.html
@@ -117,7 +117,7 @@ <h1 class="text-h1-lightblue">Trusses</h1>
                      <div class="content" id="experiment-article-section-7-content">
                         <p>
                            Procedure for the experiment is as follows.
-                        </p>
+                        </p><br/>
                         <p>
                            <a href="Exp-8 Trusses.pdf">Read More</a>
                         </p>
diff --git a/src/lab/exp9/Introduction.html b/src/lab/exp9/Introduction.html
@@ -119,7 +119,7 @@ <h1 class="text-h1-lightblue">Retaining Walls</h1>
                            A wall designed with the purpose of keeping a level difference of the soil on its both sides is called a Retaining Wall. These supporting elements can be considered either rigid or flexible. 
                            The rigid types are mainly those made of masonry, simple concrete or reinforced concrete. The flexible types are known as sheet pile walls. They are usually made of steel. Retaining walls can also be classified due to their primary function to hold the soil mass. They can be of gravity, cantilever, and counter fort. This is a retaining wall of the gravity type. It is made with masonry units of rocks and mortar. This wall is of the cantilever type with steel diagonal supports. It is made of precast concrete sheets. This is a gravity wall, but less rigid than the usual. It is known as gabion. It is a very popular solution because gabions are easy to install, economic, offer drainage, and can withstand ground movement better than its counterparts. 
                            Lateral earth pressure is the pressure that soil exerts in the horizontal plane. The common applications of lateral earth pressure theory are for the design of ground engineering structures such as retaining walls, basements, tunnels, and to determine the friction on the sides of deep foundations.
-                        </p>
+                        </p><br/>
                         <p>
                            <a href="Exp-9 Retaining walls.pdf" >Read More</a>
                         </p>
diff --git a/src/lab/exp9/Objective.html b/src/lab/exp9/Objective.html
@@ -117,7 +117,7 @@ <h1 class="text-h1-lightblue">Retaining Walls</h1>
                      <div class="content" id="experiment-article-section-3-content">
                         <p align="justify">
                            To determine the lateral pressure of the retaining wall.
-                        </p>
+                        </p><br/>
                         <p>
                            <a href="Exp-9 Retaining walls.pdf">Read More</a>
                         </p>
diff --git a/src/lab/exp9/Theory.html b/src/lab/exp9/Theory.html
@@ -120,7 +120,7 @@ <h1 class="text-h1-lightblue">Retaining Walls</h1>
                         </p>
                         <p>
                            <img alt="" height="240" src="Image1.gif" width="320"/>
-                        </p>
+                        </p><br/>
                         <p>
                            <a href="Exp-9 Retaining walls.pdf">Read More</a>
                         </p>
