<?xml version="1.0"?>
<rss version="2.0">
   <channel>
      <title>II 21/22 WEEK 1-2: CHAPTER 1 Influence Line by iDLan</title>
      <link>https://padlet.com/dayyanidlan/a047us094ubxy7pi</link>
      <description>UMP ID required for communication. Participation is proving student attendance. For Group work, detail as following &quot;SECTION_GROUP_WEEK NO_SEMESTER&quot; i,e SEC01_G01_W01_II/2021</description>
      <language>en-us</language>
      <pubDate>2022-02-18 09:08:35 UTC</pubDate>
      <lastBuildDate>2022-04-08 01:02:14 UTC</lastBuildDate>
      <webMaster>hello@padlet.com</webMaster>
      <image>
         <url>https://padlet.net/icons/png/1f3d7.png</url>
      </image>
      <item>
         <title>SEC03_G04_W01_II/2122</title>
         <author>AA20174</author>
         <link>https://padlet.com/dayyanidlan/a047us094ubxy7pi/wish/2087136765</link>
         <description><![CDATA[<div>I have learned how to do the calculation using Equilibrium Method to draw the Influence Lines for the vertical reactions at the supports, shear force at any point and bending moment at any section.</div>]]></description>
         <enclosure url="" />
         <pubDate>2022-03-10 00:29:02 UTC</pubDate>
         <guid>https://padlet.com/dayyanidlan/a047us094ubxy7pi/wish/2087136765</guid>
      </item>
      <item>
         <title>SEC03_G01_W01_II/2122</title>
         <author>weiyepan29</author>
         <link>https://padlet.com/dayyanidlan/a047us094ubxy7pi/wish/2087161746</link>
         <description><![CDATA[<div>In my opinion, Influence Line is used to determine the position of the load at which the response function. equilibrium method&nbsp; is used in this cases. .we have to do 2 conditions when find the IL in &nbsp; the any section of the beam.</div>]]></description>
         <enclosure url="" />
         <pubDate>2022-03-10 00:41:46 UTC</pubDate>
         <guid>https://padlet.com/dayyanidlan/a047us094ubxy7pi/wish/2087161746</guid>
      </item>
      <item>
         <title>SEC03_G05_W01_II/2122</title>
         <author></author>
         <link>https://padlet.com/dayyanidlan/a047us094ubxy7pi/wish/2087194504</link>
         <description><![CDATA[<div>AA19025<br>I managed to learn the steps to find the influence line in this chapter. Also, there was a clear briefing provided on how to use the equilibrium method in order to find the IL at different conditions.</div>]]></description>
         <enclosure url="" />
         <pubDate>2022-03-10 01:00:09 UTC</pubDate>
         <guid>https://padlet.com/dayyanidlan/a047us094ubxy7pi/wish/2087194504</guid>
      </item>
      <item>
         <title>SEC03_G02_W01_II/2122</title>
         <author>AA20011</author>
         <link>https://padlet.com/dayyanidlan/a047us094ubxy7pi/wish/2087214124</link>
         <description><![CDATA[<div>AA20011: In this week, I have learned the Influence Line for statically determinate beams. There are two methods to find the Influence line that is equilibrium method and the Mueller-Breslau method, but for this week I have learned the equilibrium method. There are three examples show on how to find the Influence Line in different variations of the beams conditions. By the end of this week's class, I have learned the basics of how to draw the Influence Line using the equilibrium method.</div>]]></description>
         <enclosure url="" />
         <pubDate>2022-03-10 01:10:22 UTC</pubDate>
         <guid>https://padlet.com/dayyanidlan/a047us094ubxy7pi/wish/2087214124</guid>
      </item>
      <item>
         <title>SEC03_G03_W01_II/2122</title>
         <author>tanyannjiun</author>
         <link>https://padlet.com/dayyanidlan/a047us094ubxy7pi/wish/2087252070</link>
         <description><![CDATA[<div>AA20125: I have learned how to find the Influence Line of support reaction, shear force and moment of a beam using static equilibrium method.</div>]]></description>
         <enclosure url="" />
         <pubDate>2022-03-10 01:29:07 UTC</pubDate>
         <guid>https://padlet.com/dayyanidlan/a047us094ubxy7pi/wish/2087252070</guid>
      </item>
      <item>
         <title>SEC04_G06_W01_II/2122</title>
         <author>aa20041arnaharmiza</author>
         <link>https://padlet.com/dayyanidlan/a047us094ubxy7pi/wish/2087482095</link>
         <description><![CDATA[<div>AA20041<br>From the videos, I learned to draw the Influence Lines(IL) diagram for reaction, shear force and bending moment. The position of the load is at the maximum value of the response function by using IL.</div>]]></description>
         <enclosure url="" />
         <pubDate>2022-03-10 03:41:17 UTC</pubDate>
         <guid>https://padlet.com/dayyanidlan/a047us094ubxy7pi/wish/2087482095</guid>
      </item>
      <item>
         <title>SEC04_G01_W01_II/2022</title>
         <author>AA20221_AliaNajwa</author>
         <link>https://padlet.com/dayyanidlan/a047us094ubxy7pi/wish/2087493902</link>
         <description><![CDATA[<div>AA20221 - By this week I have learnt how to determine influence line by using Equilibrium Method. I could find shear force,V at the given distance as well as the value of bending moment, M at the required sections.&nbsp;</div>]]></description>
         <enclosure url="" />
         <pubDate>2022-03-10 03:49:52 UTC</pubDate>
         <guid>https://padlet.com/dayyanidlan/a047us094ubxy7pi/wish/2087493902</guid>
      </item>
      <item>
         <title>SEC04_G02_W01_II/2122</title>
         <author></author>
         <link>https://padlet.com/dayyanidlan/a047us094ubxy7pi/wish/2087664652</link>
         <description><![CDATA[<div>AA20077-For week 1,the topic I've learned is Influence Lines for statically determinate beam.From what I've watched in the video I got to know the step by step on how to find and sketch the influence line.Starting from finding the reaction,shear and moment at support using equilibrium method until the influence line is sketched.For Mueller-Breslau method,to find IL at support reaction we have to remove the translation support and to find IL at internal shear we have to introduce internal glide to allow differential displacement movement,Also,to find IL at bending moment we need to introduce internal hinge to allow differential rotation movement.</div>]]></description>
         <enclosure url="" />
         <pubDate>2022-03-10 05:49:38 UTC</pubDate>
         <guid>https://padlet.com/dayyanidlan/a047us094ubxy7pi/wish/2087664652</guid>
      </item>
      <item>
         <title>SEC02_G02_W01_II/2122</title>
         <author>AA20144</author>
         <link>https://padlet.com/dayyanidlan/a047us094ubxy7pi/wish/2092951620</link>
         <description><![CDATA[<div>AA20144 -  I learned about the Influenced Line for statically determinate structure for beam. There are two methods to determine the influence line diagram for beam, such as Equilibrium Method and Muller-Brealau Methods. In this week, I learned how to use equilibrium methods to construct influence line diagram.</div>]]></description>
         <enclosure url="" />
         <pubDate>2022-03-14 02:36:47 UTC</pubDate>
         <guid>https://padlet.com/dayyanidlan/a047us094ubxy7pi/wish/2092951620</guid>
      </item>
      <item>
         <title>SEC02_G01_W01_II/2022 </title>
         <author>aa20088muhdwafizi</author>
         <link>https://padlet.com/dayyanidlan/a047us094ubxy7pi/wish/2093026788</link>
         <description><![CDATA[<div>AA20088 - For statically determinate beam structures, I learnt about the Influenced Line.I can solve the question that ask for reaction at support,hear force and bending moment.With this video i can learn how to calculate the reaction,shear force and bending moment with the correct ways.</div>]]></description>
         <enclosure url="" />
         <pubDate>2022-03-14 03:29:24 UTC</pubDate>
         <guid>https://padlet.com/dayyanidlan/a047us094ubxy7pi/wish/2093026788</guid>
      </item>
      <item>
         <title>SEC02_G03_W01_II/2122</title>
         <author></author>
         <link>https://padlet.com/dayyanidlan/a047us094ubxy7pi/wish/2094101325</link>
         <description><![CDATA[<div>AA20005- From the videos for this week, i learnt about Influences Lines which uses for determine the positions of the load at response function which is reactions, shear force, bending moment. It is also to determine the maximum value of the response function. It can determine the beams by using the equilibrium method.</div>]]></description>
         <enclosure url="" />
         <pubDate>2022-03-14 15:26:43 UTC</pubDate>
         <guid>https://padlet.com/dayyanidlan/a047us094ubxy7pi/wish/2094101325</guid>
      </item>
      <item>
         <title>SEC02_G05_W01_II/2022</title>
         <author>salsabillanur8255</author>
         <link>https://padlet.com/dayyanidlan/a047us094ubxy7pi/wish/2095184621</link>
         <description><![CDATA[<div>AA20045- From the videos, I have learned on how to find reactions, shear force and moment by using static equilibrium method. It also shows on how to plot the influences line for shear force diagram and bending moment diagram.</div>]]></description>
         <enclosure url="" />
         <pubDate>2022-03-15 04:31:32 UTC</pubDate>
         <guid>https://padlet.com/dayyanidlan/a047us094ubxy7pi/wish/2095184621</guid>
      </item>
      <item>
         <title>SEC02_G04_W01_II/2122</title>
         <author>afifahnadiarosli</author>
         <link>https://padlet.com/dayyanidlan/a047us094ubxy7pi/wish/2096070371</link>
         <description><![CDATA[<div>AA20039 -  The topic that I learn is Influence Lines for statically determinate structure for beam for this week 1 . Other that, I also learn how to find the maximum and minimum value of the influence line by placing 1 unit load on it .</div>]]></description>
         <enclosure url="" />
         <pubDate>2022-03-15 14:16:56 UTC</pubDate>
         <guid>https://padlet.com/dayyanidlan/a047us094ubxy7pi/wish/2096070371</guid>
      </item>
      <item>
         <title>SEC02_G06_W01_II/2122</title>
         <author>muizhelmi99</author>
         <link>https://padlet.com/dayyanidlan/a047us094ubxy7pi/wish/2096124946</link>
         <description><![CDATA[<div>AA20021 - This week, I learned how to draw the SFD and BMD and plot the influence line for statically determinate beams using the static equilibrium method. I also learn about the significance and applications of the influence line, which will have an impact on the entire structure. Starting with the reaction, shear, and moment at the support, the influence line is sketched using the equilibrium method. </div>]]></description>
         <enclosure url="" />
         <pubDate>2022-03-15 14:40:36 UTC</pubDate>
         <guid>https://padlet.com/dayyanidlan/a047us094ubxy7pi/wish/2096124946</guid>
      </item>
      <item>
         <title>SEC04_G04_W01_II/2122</title>
         <author></author>
         <link>https://padlet.com/dayyanidlan/a047us094ubxy7pi/wish/2097951924</link>
         <description><![CDATA[<div>AA20099 - Influence lines are something I've learned about. The influence line for support reactions, shear force, and bending moment is also calculated using the equilibrium method.</div>]]></description>
         <enclosure url="" />
         <pubDate>2022-03-16 12:47:36 UTC</pubDate>
         <guid>https://padlet.com/dayyanidlan/a047us094ubxy7pi/wish/2097951924</guid>
      </item>
      <item>
         <title>SEC04_G03_W01_II/2122</title>
         <author>Hamas_Irfan</author>
         <link>https://padlet.com/dayyanidlan/a047us094ubxy7pi/wish/2098522036</link>
         <description><![CDATA[<div>For week 1, I have learned influence lines for statically determinate beam. I have learned on how to determine influence lines by using static equilibrium method and muller breslau method. I also learned how to plot influence lines for shear force and bending moment diagram</div>]]></description>
         <enclosure url="" />
         <pubDate>2022-03-16 17:32:28 UTC</pubDate>
         <guid>https://padlet.com/dayyanidlan/a047us094ubxy7pi/wish/2098522036</guid>
      </item>
      <item>
         <title>SEC04_G05_W01_II/2122</title>
         <author>wr167167</author>
         <link>https://padlet.com/dayyanidlan/a047us094ubxy7pi/wish/2099428439</link>
         <description><![CDATA[<div>From the video, I learned how to use equilibrium method to construct influence line diagram (ILD). It consists of influence line support reaction, shear force and bending moment. I also know how to apply equation to construct the influence line.</div>]]></description>
         <enclosure url="" />
         <pubDate>2022-03-17 05:56:42 UTC</pubDate>
         <guid>https://padlet.com/dayyanidlan/a047us094ubxy7pi/wish/2099428439</guid>
      </item>
      <item>
         <title>SEC04_G07_W01_II/2122</title>
         <author>AA20135</author>
         <link>https://padlet.com/dayyanidlan/a047us094ubxy7pi/wish/2099987881</link>
         <description><![CDATA[<div>For this week session, I learned about Influence Lines. IL have 2 method which is for this week I learn about equilibrium method. IL can determine the position of loads and determine maximum value of response function. I also learned how to calculate the reaction, shear force and bending moment using equilibrium method.</div>]]></description>
         <enclosure url="" />
         <pubDate>2022-03-17 12:55:25 UTC</pubDate>
         <guid>https://padlet.com/dayyanidlan/a047us094ubxy7pi/wish/2099987881</guid>
      </item>
      <item>
         <title>SEC04_G07_W01_II/2122</title>
         <author></author>
         <link>https://padlet.com/dayyanidlan/a047us094ubxy7pi/wish/2100355678</link>
         <description><![CDATA[<div>AA20070 - This week, i learned about influence line where it shows about how to determine the reaction, shear force and bending moment. I also learned about determine the maximum value of the respon function.</div>]]></description>
         <enclosure url="" />
         <pubDate>2022-03-17 15:55:58 UTC</pubDate>
         <guid>https://padlet.com/dayyanidlan/a047us094ubxy7pi/wish/2100355678</guid>
      </item>
      <item>
         <title>SEC02_GO7_W01_II/2122</title>
         <author>juliabatrisyia01</author>
         <link>https://padlet.com/dayyanidlan/a047us094ubxy7pi/wish/2107007883</link>
         <description><![CDATA[<div>From the week 1 lesson in found out that influence line have two types such as for the fixed load such as building and moving load for bridges where the vehicle move along the span.there are also many methods such as equilibrium method and also muller-breslau. next i learned to plot the influence line for the reaction , shear and moment like Ra and Rb , also Vc and Mc.<br><br></div>]]></description>
         <enclosure url="" />
         <pubDate>2022-03-22 08:13:56 UTC</pubDate>
         <guid>https://padlet.com/dayyanidlan/a047us094ubxy7pi/wish/2107007883</guid>
      </item>
   </channel>
</rss>
