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    <pubDate>Thu, 10 Dec 2009 00:24:47 GMT</pubDate>
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      <title>Ix Member Survey Prelim Findings Dec 2009</title>
      <link>http://www.slideshare.net/IxActionAlliance/ix-member-survey-prelim-findings-dec-2009</link>
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      <pubDate>Thu, 10 Dec 2009 00:24:47 GMT</pubDate>
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        <media:description type="plain">Preliminary findings from December 2009 Member Survey.</media:description>
        <media:text type="html">&lt;img src=&quot;http://cdn.slidesharecdn.com/ixmembersurveyprelimfindingsdec2009-091209182502-phpapp01-thumbnail-2?1260405643&quot; alt =&quot;&quot; style=&quot;border:1px solid #C3E6D8;float:right;&quot; /&gt;&lt;br&gt; Preliminary findings from December 2009 Member Survey.</media:text>
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      <title>TALAT Lecture 2302: Design of Joints</title>
      <link>http://www.slideshare.net/corematerials/talat-lecture-2302-design-of-joints</link>
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        <![CDATA[<img src="http://cdn.slidesharecdn.com/talat-lecture-2302-design-of-joints3850-thumbnail-2?1256642302" alt ="" style="border:1px solid #C3E6D8;float:right;" /><br> This lecture provides a view of types of joints in aluminium structures and how to design and calculate frequently used joints. Basic structural mechanics and knowledge of design philosophy, structural aluminium alloys and product forms is assumed.]]>
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        <![CDATA[<img src="http://cdn.slidesharecdn.com/talat-lecture-2302-design-of-joints3850-thumbnail-2?1256642302" alt ="" style="border:1px solid #C3E6D8;float:right;" /><br> This lecture provides a view of types of joints in aluminium structures and how to design and calculate frequently used joints. Basic structural mechanics and knowledge of design philosophy, structural aluminium alloys and product forms is assumed.]]>
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      <pubDate>Thu, 22 Oct 2009 12:46:39 GMT</pubDate>
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        <media:title>TALAT Lecture 2302: Design of Joints</media:title>
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        <media:description type="plain">This lecture provides a view of types of joints in aluminium structures and how to design and calculate frequently used joints. Basic structural mechanics and knowledge of design philosophy, structural aluminium alloys and product forms is assumed.</media:description>
        <media:text type="html">&lt;img src=&quot;http://cdn.slidesharecdn.com/talat-lecture-2302-design-of-joints3850-thumbnail-2?1256642302&quot; alt =&quot;&quot; style=&quot;border:1px solid #C3E6D8;float:right;&quot; /&gt;&lt;br&gt; This lecture provides a view of types of joints in aluminium structures and how to design and calculate frequently used joints. Basic structural mechanics and knowledge of design philosophy, structural aluminium alloys and product forms is assumed.</media:text>
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      <title>TALAT Lecture 2302: Design of Joints: Appendix - Figures and Tables from Eurocode 9</title>
      <link>http://www.slideshare.net/corematerials/talat-lecture-2302-design-of-joints-appendix-figures-and-tables-from-eurocode-9</link>
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        <![CDATA[<img src="http://cdn.slidesharecdn.com/talat-lecture-2302-design-of-joints-appendix-figures-and-tables-from-eurocode-9381-thumbnail-2?1256642359" alt ="" style="border:1px solid #C3E6D8;float:right;" /><br> Structural Design is an extensive course on a well advanced level addressing engineers responsible for design and calculation of stability and reliability of load carrying structures. This part is completely updated and expanded by the results of the TAS project and is based on the Eurocode 9 Directive]]>
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        <![CDATA[<img src="http://cdn.slidesharecdn.com/talat-lecture-2302-design-of-joints-appendix-figures-and-tables-from-eurocode-9381-thumbnail-2?1256642359" alt ="" style="border:1px solid #C3E6D8;float:right;" /><br> Structural Design is an extensive course on a well advanced level addressing engineers responsible for design and calculation of stability and reliability of load carrying structures. This part is completely updated and expanded by the results of the TAS project and is based on the Eurocode 9 Directive]]>
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      <pubDate>Thu, 22 Oct 2009 12:45:14 GMT</pubDate>
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        <media:title>TALAT Lecture 2302: Design of Joints: Appendix - Figures and Tables from Eurocode 9</media:title>
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        <media:description type="plain">Structural Design is an extensive course on a well advanced level addressing engineers responsible for design and calculation of stability and reliability of load carrying structures. This part is completely updated and expanded by the results of the TAS project and is based on the Eurocode 9 Directive</media:description>
        <media:text type="html">&lt;img src=&quot;http://cdn.slidesharecdn.com/talat-lecture-2302-design-of-joints-appendix-figures-and-tables-from-eurocode-9381-thumbnail-2?1256642359&quot; alt =&quot;&quot; style=&quot;border:1px solid #C3E6D8;float:right;&quot; /&gt;&lt;br&gt; Structural Design is an extensive course on a well advanced level addressing engineers responsible for design and calculation of stability and reliability of load carrying structures. This part is completely updated and expanded by the results of the TAS project and is based on the Eurocode 9 Directive</media:text>
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      <title>TALAT Lecture 2301: Design of Members Example 10.1: Transverse bending of unsymmetrical flange</title>
      <link>http://www.slideshare.net/corematerials/talat-lecture-2301-design-of-members-example-101-transverse-bending-of-unsymmetrical-flange</link>
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        <![CDATA[<img src="http://cdn.slidesharecdn.com/talat-lecture-2301-design-of-members-example-101-transverse-bending-of-unsymmetrical-flange1579-thumbnail-2?1256642384" alt ="" style="border:1px solid #C3E6D8;float:right;" /><br> This example provides calculations on deviation of linear stress distribution of members based on Eurocode 9.]]>
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        <![CDATA[<img src="http://cdn.slidesharecdn.com/talat-lecture-2301-design-of-members-example-101-transverse-bending-of-unsymmetrical-flange1579-thumbnail-2?1256642384" alt ="" style="border:1px solid #C3E6D8;float:right;" /><br> This example provides calculations on deviation of linear stress distribution of members based on Eurocode 9.]]>
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      <pubDate>Thu, 22 Oct 2009 12:44:54 GMT</pubDate>
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        <media:title>TALAT Lecture 2301: Design of Members Example 10.1: Transverse bending of unsymmetrical flange</media:title>
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        <media:description type="plain">This example provides calculations on deviation of linear stress distribution of members based on Eurocode 9.</media:description>
        <media:text type="html">&lt;img src=&quot;http://cdn.slidesharecdn.com/talat-lecture-2301-design-of-members-example-101-transverse-bending-of-unsymmetrical-flange1579-thumbnail-2?1256642384&quot; alt =&quot;&quot; style=&quot;border:1px solid #C3E6D8;float:right;&quot; /&gt;&lt;br&gt; This example provides calculations on deviation of linear stress distribution of members based on Eurocode 9.</media:text>
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      <title>TALAT Lecture 2301: Design of Members Example 9.4: Beam-column with cross weld</title>
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        <![CDATA[<img src="http://cdn.slidesharecdn.com/talat-lecture-2301-design-of-members-example-94-beamcolumn-with-cross-weld1691-thumbnail-2?1256642412" alt ="" style="border:1px solid #C3E6D8;float:right;" /><br> This example provides calculations on axial force and bending moment of members based on Eurocode 9.]]>
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        <![CDATA[<img src="http://cdn.slidesharecdn.com/talat-lecture-2301-design-of-members-example-94-beamcolumn-with-cross-weld1691-thumbnail-2?1256642412" alt ="" style="border:1px solid #C3E6D8;float:right;" /><br> This example provides calculations on axial force and bending moment of members based on Eurocode 9.]]>
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      <pubDate>Thu, 22 Oct 2009 12:44:51 GMT</pubDate>
      <guid>http://www.slideshare.net/corematerials/talat-lecture-2301-design-of-members-example-94-beamcolumn-with-cross-weld</guid>
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        <media:title>TALAT Lecture 2301: Design of Members Example 9.4: Beam-column with cross weld</media:title>
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        <media:description type="plain">This example provides calculations on axial force and bending moment of members based on Eurocode 9.</media:description>
        <media:text type="html">&lt;img src=&quot;http://cdn.slidesharecdn.com/talat-lecture-2301-design-of-members-example-94-beamcolumn-with-cross-weld1691-thumbnail-2?1256642412&quot; alt =&quot;&quot; style=&quot;border:1px solid #C3E6D8;float:right;&quot; /&gt;&lt;br&gt; This example provides calculations on axial force and bending moment of members based on Eurocode 9.</media:text>
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      <title>TALAT Lecture 2301: Design of Members Example 9.2: Beam-column with rectangular hollow section</title>
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      <pubDate>Thu, 22 Oct 2009 12:42:13 GMT</pubDate>
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        <media:description type="plain">This example provides calculations on axial force and bending moment of members based on Eurocode 9.</media:description>
        <media:text type="html">&lt;img src=&quot;http://cdn.slidesharecdn.com/talat-lecture-2301-design-of-members-example-92-beamcolumn-with-rectangular-hollow-section706-thumbnail-2?1256642464&quot; alt =&quot;&quot; style=&quot;border:1px solid #C3E6D8;float:right;&quot; /&gt;&lt;br&gt; This example provides calculations on axial force and bending moment of members based on Eurocode 9.</media:text>
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      <pubDate>Thu, 22 Oct 2009 12:42:11 GMT</pubDate>
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        <media:description type="plain">This example provides calculations on torsion of members based on Eurocode 9.</media:description>
        <media:text type="html">&lt;img src=&quot;http://cdn.slidesharecdn.com/talat-lecture-2301-design-of-members-example-83-torsion-constants-for-deck-profile1501-thumbnail-2?1256642491&quot; alt =&quot;&quot; style=&quot;border:1px solid #C3E6D8;float:right;&quot; /&gt;&lt;br&gt; This example provides calculations on torsion of members based on Eurocode 9.</media:text>
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      <title>TALAT Lecture 2301: Design of Members Example 9.1: Tension force and bending moment</title>
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        <![CDATA[<img src="http://cdn.slidesharecdn.com/talat-lecture-2301-design-of-members-example-91-tension-force-and-bending-moment2900-thumbnail-2?1256642512" alt ="" style="border:1px solid #C3E6D8;float:right;" /><br> This example provides calculations on axial force and bending moment of members based on Eurocode 9.]]>
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      <pubDate>Thu, 22 Oct 2009 12:34:55 GMT</pubDate>
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        <media:description type="plain">This example provides calculations on axial force and bending moment of members based on Eurocode 9.</media:description>
        <media:text type="html">&lt;img src=&quot;http://cdn.slidesharecdn.com/talat-lecture-2301-design-of-members-example-91-tension-force-and-bending-moment2900-thumbnail-2?1256642512&quot; alt =&quot;&quot; style=&quot;border:1px solid #C3E6D8;float:right;&quot; /&gt;&lt;br&gt; This example provides calculations on axial force and bending moment of members based on Eurocode 9.</media:text>
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      <title>TALAT Lecture 2301: Design of Members Example 8.2: Torsion constants for hollow cross section</title>
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        <![CDATA[<img src="http://cdn.slidesharecdn.com/talat-lecture-2301-design-of-members-example-82-torsion-constants-for-hollow-cross-section128-thumbnail-2?1256642539" alt ="" style="border:1px solid #C3E6D8;float:right;" /><br> This example provides calculations on torsion of members based on Eurocode 9.]]>
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      <pubDate>Thu, 22 Oct 2009 12:34:36 GMT</pubDate>
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        <media:title>TALAT Lecture 2301: Design of Members Example 8.2: Torsion constants for hollow cross section</media:title>
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        <media:description type="plain">This example provides calculations on torsion of members based on Eurocode 9.</media:description>
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      <title>TALAT Lecture 2301: Design of Members Example 8.1: Torsion constants for open cross section</title>
      <link>http://www.slideshare.net/corematerials/talat-lecture-2301-design-of-members-example-81-torsion-constants-for-open-cross-section</link>
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        <![CDATA[<img src="http://cdn.slidesharecdn.com/talat-lecture-2301-design-of-members-example-81-torsion-constants-for-open-cross-section1658-thumbnail-2?1256642560" alt ="" style="border:1px solid #C3E6D8;float:right;" /><br> This example provides calculations on torsion of members based on Eurocode 9.]]>
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        <![CDATA[<img src="http://cdn.slidesharecdn.com/talat-lecture-2301-design-of-members-example-81-torsion-constants-for-open-cross-section1658-thumbnail-2?1256642560" alt ="" style="border:1px solid #C3E6D8;float:right;" /><br> This example provides calculations on torsion of members based on Eurocode 9.]]>
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      <pubDate>Thu, 22 Oct 2009 12:33:50 GMT</pubDate>
      <guid>http://www.slideshare.net/corematerials/talat-lecture-2301-design-of-members-example-81-torsion-constants-for-open-cross-section</guid>
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        <media:title>TALAT Lecture 2301: Design of Members Example 8.1: Torsion constants for open cross section</media:title>
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        <media:description type="plain">This example provides calculations on torsion of members based on Eurocode 9.</media:description>
        <media:text type="html">&lt;img src=&quot;http://cdn.slidesharecdn.com/talat-lecture-2301-design-of-members-example-81-torsion-constants-for-open-cross-section1658-thumbnail-2?1256642560&quot; alt =&quot;&quot; style=&quot;border:1px solid #C3E6D8;float:right;&quot; /&gt;&lt;br&gt; This example provides calculations on torsion of members based on Eurocode 9.</media:text>
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      <title>TALAT Lecture 2301: Design of Members Example 7.1: Concentrated force</title>
      <link>http://www.slideshare.net/corematerials/talat-lecture-2301-design-of-members-example-71-concentrated-force</link>
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        <![CDATA[<img src="http://cdn.slidesharecdn.com/talat-lecture-2301-design-of-members-example-71-concentrated-force1268-thumbnail-2?1256642586" alt ="" style="border:1px solid #C3E6D8;float:right;" /><br> This example provides calculations on concentrated load of members based on Eurocode 9.]]>
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        <![CDATA[<img src="http://cdn.slidesharecdn.com/talat-lecture-2301-design-of-members-example-71-concentrated-force1268-thumbnail-2?1256642586" alt ="" style="border:1px solid #C3E6D8;float:right;" /><br> This example provides calculations on concentrated load of members based on Eurocode 9.]]>
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      <pubDate>Thu, 22 Oct 2009 12:33:48 GMT</pubDate>
      <guid>http://www.slideshare.net/corematerials/talat-lecture-2301-design-of-members-example-71-concentrated-force</guid>
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        <media:title>TALAT Lecture 2301: Design of Members Example 7.1: Concentrated force</media:title>
        <media:credit>corematerials</media:credit>
        <media:description type="plain">This example provides calculations on concentrated load of members based on Eurocode 9.</media:description>
        <media:text type="html">&lt;img src=&quot;http://cdn.slidesharecdn.com/talat-lecture-2301-design-of-members-example-71-concentrated-force1268-thumbnail-2?1256642586&quot; alt =&quot;&quot; style=&quot;border:1px solid #C3E6D8;float:right;&quot; /&gt;&lt;br&gt; This example provides calculations on concentrated load of members based on Eurocode 9.</media:text>
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      <title>TALAT Lecture 2301: Design of Members Example 6.8: Shear force resistance of orthotropic double-skin plate</title>
      <link>http://www.slideshare.net/corematerials/talat-lecture-2301-design-of-members-example-68-shear-force-resistance-of-orthotropic-doubleskin-plate</link>
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        <![CDATA[<img src="http://cdn.slidesharecdn.com/talat-lecture-2301-design-of-members-example-68-shear-force-resistance-of-orthotropic-doubleskin-plate4166-thumbnail-2?1256642634" alt ="" style="border:1px solid #C3E6D8;float:right;" /><br> This example provides calculations on shear force of members based on Eurocode 9.]]>
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      <content:encoded>
        <![CDATA[<img src="http://cdn.slidesharecdn.com/talat-lecture-2301-design-of-members-example-68-shear-force-resistance-of-orthotropic-doubleskin-plate4166-thumbnail-2?1256642634" alt ="" style="border:1px solid #C3E6D8;float:right;" /><br> This example provides calculations on shear force of members based on Eurocode 9.]]>
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      <pubDate>Thu, 22 Oct 2009 12:33:43 GMT</pubDate>
      <guid>http://www.slideshare.net/corematerials/talat-lecture-2301-design-of-members-example-68-shear-force-resistance-of-orthotropic-doubleskin-plate</guid>
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        <media:title>TALAT Lecture 2301: Design of Members Example 6.8: Shear force resistance of orthotropic double-skin plate</media:title>
        <media:credit>corematerials</media:credit>
        <media:description type="plain">This example provides calculations on shear force of members based on Eurocode 9.</media:description>
        <media:text type="html">&lt;img src=&quot;http://cdn.slidesharecdn.com/talat-lecture-2301-design-of-members-example-68-shear-force-resistance-of-orthotropic-doubleskin-plate4166-thumbnail-2?1256642634&quot; alt =&quot;&quot; style=&quot;border:1px solid #C3E6D8;float:right;&quot; /&gt;&lt;br&gt; This example provides calculations on shear force of members based on Eurocode 9.</media:text>
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      <title>TALAT Lecture 2301: Design of Members Example 5.7: Axial force resistance of orthotropic double-skin plate</title>
      <link>http://www.slideshare.net/corematerials/talat-lecture-2301-design-of-members-example-57-axial-force-resistance-of-orthotropic-doubleskin-plate</link>
      <description>
        <![CDATA[<img src="http://cdn.slidesharecdn.com/talat-lecture-2301-design-of-members-example-57-axial-force-resistance-of-orthotropic-doubleskin-plate4961-thumbnail-2?1256642656" alt ="" style="border:1px solid #C3E6D8;float:right;" /><br> This example provides calculations on axial force of members based on Eurocode 9.]]>
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        <![CDATA[<img src="http://cdn.slidesharecdn.com/talat-lecture-2301-design-of-members-example-57-axial-force-resistance-of-orthotropic-doubleskin-plate4961-thumbnail-2?1256642656" alt ="" style="border:1px solid #C3E6D8;float:right;" /><br> This example provides calculations on axial force of members based on Eurocode 9.]]>
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      <pubDate>Thu, 22 Oct 2009 12:33:39 GMT</pubDate>
      <guid>http://www.slideshare.net/corematerials/talat-lecture-2301-design-of-members-example-57-axial-force-resistance-of-orthotropic-doubleskin-plate</guid>
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        <media:title>TALAT Lecture 2301: Design of Members Example 5.7: Axial force resistance of orthotropic double-skin plate</media:title>
        <media:credit>corematerials</media:credit>
        <media:description type="plain">This example provides calculations on axial force of members based on Eurocode 9.</media:description>
        <media:text type="html">&lt;img src=&quot;http://cdn.slidesharecdn.com/talat-lecture-2301-design-of-members-example-57-axial-force-resistance-of-orthotropic-doubleskin-plate4961-thumbnail-2?1256642656&quot; alt =&quot;&quot; style=&quot;border:1px solid #C3E6D8;float:right;&quot; /&gt;&lt;br&gt; This example provides calculations on axial force of members based on Eurocode 9.</media:text>
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      <title>TALAT Lecture 2301: Design of Members Example 5.6: Axial force resistance of orthotropic plate. Open or closed stiffeners</title>
      <link>http://www.slideshare.net/corematerials/talat-lecture-2301-design-of-members-example-56-axial-force-resistance-of-orthotropic-plate-open-or-closed-stiffeners</link>
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        <![CDATA[<img src="http://cdn.slidesharecdn.com/talat-lecture-2301-design-of-members-example-56-axial-force-resistance-of-orthotropic-plate-open-or-closed-stiffeners4550-thumbnail-2?1256642682" alt ="" style="border:1px solid #C3E6D8;float:right;" /><br> This example provides calculations on axial force of members based on Eurocode 9.]]>
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      <content:encoded>
        <![CDATA[<img src="http://cdn.slidesharecdn.com/talat-lecture-2301-design-of-members-example-56-axial-force-resistance-of-orthotropic-plate-open-or-closed-stiffeners4550-thumbnail-2?1256642682" alt ="" style="border:1px solid #C3E6D8;float:right;" /><br> This example provides calculations on axial force of members based on Eurocode 9.]]>
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      <pubDate>Thu, 22 Oct 2009 12:33:36 GMT</pubDate>
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        <media:title>TALAT Lecture 2301: Design of Members Example 5.6: Axial force resistance of orthotropic plate. Open or closed stiffeners</media:title>
        <media:credit>corematerials</media:credit>
        <media:description type="plain">This example provides calculations on axial force of members based on Eurocode 9.</media:description>
        <media:text type="html">&lt;img src=&quot;http://cdn.slidesharecdn.com/talat-lecture-2301-design-of-members-example-56-axial-force-resistance-of-orthotropic-plate-open-or-closed-stiffeners4550-thumbnail-2?1256642682&quot; alt =&quot;&quot; style=&quot;border:1px solid #C3E6D8;float:right;&quot; /&gt;&lt;br&gt; This example provides calculations on axial force of members based on Eurocode 9.</media:text>
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      <title>TALAT Lecture 2301: Design of Members Example 6.7: Shear force resistance of orthotropic plate. Open or closed stiffeners</title>
      <link>http://www.slideshare.net/corematerials/talat-lecture-2301-design-of-members-example-67-shear-force-resistance-of-orthotropic-plate-open-or-closed-stiffeners</link>
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        <![CDATA[<img src="http://cdn.slidesharecdn.com/talat-lecture-2301-design-of-members-example-67-shear-force-resistance-of-orthotropic-plate-open-or-closed-stiffeners1443-thumbnail-2?1256642704" alt ="" style="border:1px solid #C3E6D8;float:right;" /><br> This example provides calculations on shear force of members based on Eurocode 9.]]>
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      <content:encoded>
        <![CDATA[<img src="http://cdn.slidesharecdn.com/talat-lecture-2301-design-of-members-example-67-shear-force-resistance-of-orthotropic-plate-open-or-closed-stiffeners1443-thumbnail-2?1256642704" alt ="" style="border:1px solid #C3E6D8;float:right;" /><br> This example provides calculations on shear force of members based on Eurocode 9.]]>
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      <pubDate>Thu, 22 Oct 2009 12:26:02 GMT</pubDate>
      <guid>http://www.slideshare.net/corematerials/talat-lecture-2301-design-of-members-example-67-shear-force-resistance-of-orthotropic-plate-open-or-closed-stiffeners</guid>
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        <media:title>TALAT Lecture 2301: Design of Members Example 6.7: Shear force resistance of orthotropic plate. Open or closed stiffeners</media:title>
        <media:credit>corematerials</media:credit>
        <media:description type="plain">This example provides calculations on shear force of members based on Eurocode 9.</media:description>
        <media:text type="html">&lt;img src=&quot;http://cdn.slidesharecdn.com/talat-lecture-2301-design-of-members-example-67-shear-force-resistance-of-orthotropic-plate-open-or-closed-stiffeners1443-thumbnail-2?1256642704&quot; alt =&quot;&quot; style=&quot;border:1px solid #C3E6D8;float:right;&quot; /&gt;&lt;br&gt; This example provides calculations on shear force of members based on Eurocode 9.</media:text>
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      <title>TALAT Lecture 2301: Design of Members Examples 6.1 - 6.6: Shear resistance of webs without and with stiffeners</title>
      <link>http://www.slideshare.net/corematerials/talat-lecture-2301-design-of-members-examples-61-66-shear-resistance-of-webs-without-and-with-stiffeners</link>
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        <![CDATA[<img src="http://cdn.slidesharecdn.com/talat-lecture-2301-design-of-members-examples-61-66-shear-resistance-of-webs-without-and-with-stiffeners4894-thumbnail-2?1256642731" alt ="" style="border:1px solid #C3E6D8;float:right;" /><br> This example provides calculations on shear force of members based on Eurocode 9.]]>
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      <content:encoded>
        <![CDATA[<img src="http://cdn.slidesharecdn.com/talat-lecture-2301-design-of-members-examples-61-66-shear-resistance-of-webs-without-and-with-stiffeners4894-thumbnail-2?1256642731" alt ="" style="border:1px solid #C3E6D8;float:right;" /><br> This example provides calculations on shear force of members based on Eurocode 9.]]>
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      <pubDate>Thu, 22 Oct 2009 12:26:00 GMT</pubDate>
      <guid>http://www.slideshare.net/corematerials/talat-lecture-2301-design-of-members-examples-61-66-shear-resistance-of-webs-without-and-with-stiffeners</guid>
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        <media:title>TALAT Lecture 2301: Design of Members Examples 6.1 - 6.6: Shear resistance of webs without and with stiffeners</media:title>
        <media:credit>corematerials</media:credit>
        <media:description type="plain">This example provides calculations on shear force of members based on Eurocode 9.</media:description>
        <media:text type="html">&lt;img src=&quot;http://cdn.slidesharecdn.com/talat-lecture-2301-design-of-members-examples-61-66-shear-resistance-of-webs-without-and-with-stiffeners4894-thumbnail-2?1256642731&quot; alt =&quot;&quot; style=&quot;border:1px solid #C3E6D8;float:right;&quot; /&gt;&lt;br&gt; This example provides calculations on shear force of members based on Eurocode 9.</media:text>
        <media:keywords></media:keywords>
        <media:thumbnail height="90" url="http://cdn.slidesharecdn.com/talat-lecture-2301-design-of-members-examples-61-66-shear-resistance-of-webs-without-and-with-stiffeners4894-thumbnail-2?1256642731" width="120"/>
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      <title>TALAT Lecture 2301: Design of Members Example 5.3: Resistance of cross section with radiating outstands</title>
      <link>http://www.slideshare.net/corematerials/talat-lecture-2301-design-of-members-example-53-resistance-of-cross-section-with-radiating-outstands-2318748</link>
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        <![CDATA[<img src="http://cdn.slidesharecdn.com/talat-lecture-2301-design-of-members-example-53-resistance-of-cross-section-with-radiating-outstands4851-thumbnail-2?1256642764" alt ="" style="border:1px solid #C3E6D8;float:right;" /><br> This example provides calculations on axial force of members based on Eurocode 9.]]>
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        <![CDATA[<img src="http://cdn.slidesharecdn.com/talat-lecture-2301-design-of-members-example-53-resistance-of-cross-section-with-radiating-outstands4851-thumbnail-2?1256642764" alt ="" style="border:1px solid #C3E6D8;float:right;" /><br> This example provides calculations on axial force of members based on Eurocode 9.]]>
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      <pubDate>Thu, 22 Oct 2009 12:25:47 GMT</pubDate>
      <guid>http://www.slideshare.net/corematerials/talat-lecture-2301-design-of-members-example-53-resistance-of-cross-section-with-radiating-outstands-2318748</guid>
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        <media:title>TALAT Lecture 2301: Design of Members Example 5.3: Resistance of cross section with radiating outstands</media:title>
        <media:credit>corematerials</media:credit>
        <media:description type="plain">This example provides calculations on axial force of members based on Eurocode 9.</media:description>
        <media:text type="html">&lt;img src=&quot;http://cdn.slidesharecdn.com/talat-lecture-2301-design-of-members-example-53-resistance-of-cross-section-with-radiating-outstands4851-thumbnail-2?1256642764&quot; alt =&quot;&quot; style=&quot;border:1px solid #C3E6D8;float:right;&quot; /&gt;&lt;br&gt; This example provides calculations on axial force of members based on Eurocode 9.</media:text>
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      <title>TALAT Lecture 2301: Design of Members Example 5.5: Axial force resistance of laced column</title>
      <link>http://www.slideshare.net/corematerials/talat-lecture-2301-design-of-members-example-55-axial-force-resistance-of-laced-column</link>
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        <![CDATA[<img src="http://cdn.slidesharecdn.com/talat-lecture-2301-design-of-members-example-55-axial-force-resistance-of-laced-column1810-thumbnail-2?1256642784" alt ="" style="border:1px solid #C3E6D8;float:right;" /><br> This example provides calculations on axial force of members based on Eurocode 9.]]>
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      <content:encoded>
        <![CDATA[<img src="http://cdn.slidesharecdn.com/talat-lecture-2301-design-of-members-example-55-axial-force-resistance-of-laced-column1810-thumbnail-2?1256642784" alt ="" style="border:1px solid #C3E6D8;float:right;" /><br> This example provides calculations on axial force of members based on Eurocode 9.]]>
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      <pubDate>Thu, 22 Oct 2009 12:02:04 GMT</pubDate>
      <guid>http://www.slideshare.net/corematerials/talat-lecture-2301-design-of-members-example-55-axial-force-resistance-of-laced-column</guid>
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        <media:title>TALAT Lecture 2301: Design of Members Example 5.5: Axial force resistance of laced column</media:title>
        <media:credit>corematerials</media:credit>
        <media:description type="plain">This example provides calculations on axial force of members based on Eurocode 9.</media:description>
        <media:text type="html">&lt;img src=&quot;http://cdn.slidesharecdn.com/talat-lecture-2301-design-of-members-example-55-axial-force-resistance-of-laced-column1810-thumbnail-2?1256642784&quot; alt =&quot;&quot; style=&quot;border:1px solid #C3E6D8;float:right;&quot; /&gt;&lt;br&gt; This example provides calculations on axial force of members based on Eurocode 9.</media:text>
        <media:keywords></media:keywords>
        <media:thumbnail height="90" url="http://cdn.slidesharecdn.com/talat-lecture-2301-design-of-members-example-55-axial-force-resistance-of-laced-column1810-thumbnail-2?1256642784" width="120"/>
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      <title>TALAT Lecture 2301: Design of Members Example 5.4: Axial force resistance of channel cross section</title>
      <link>http://www.slideshare.net/corematerials/talat-lecture-2301-design-of-members-example-54-axial-force-resistance-of-channel-cross-section</link>
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        <![CDATA[<img src="http://cdn.slidesharecdn.com/talat-lecture-2301-design-of-members-example-54-axial-force-resistance-of-channel-cross-section164-thumbnail-2?1256642802" alt ="" style="border:1px solid #C3E6D8;float:right;" /><br> This example provides calculations on axial force of members based on Eurocode 9.]]>
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        <![CDATA[<img src="http://cdn.slidesharecdn.com/talat-lecture-2301-design-of-members-example-54-axial-force-resistance-of-channel-cross-section164-thumbnail-2?1256642802" alt ="" style="border:1px solid #C3E6D8;float:right;" /><br> This example provides calculations on axial force of members based on Eurocode 9.]]>
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      <pubDate>Thu, 22 Oct 2009 12:02:02 GMT</pubDate>
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        <media:title>TALAT Lecture 2301: Design of Members Example 5.4: Axial force resistance of channel cross section</media:title>
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        <media:description type="plain">This example provides calculations on axial force of members based on Eurocode 9.</media:description>
        <media:text type="html">&lt;img src=&quot;http://cdn.slidesharecdn.com/talat-lecture-2301-design-of-members-example-54-axial-force-resistance-of-channel-cross-section164-thumbnail-2?1256642802&quot; alt =&quot;&quot; style=&quot;border:1px solid #C3E6D8;float:right;&quot; /&gt;&lt;br&gt; This example provides calculations on axial force of members based on Eurocode 9.</media:text>
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