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><channel><title>The Constructor</title> <atom:link href="http://theconstructor.org/feed/" rel="self" type="application/rss+xml" /><link>http://theconstructor.org</link> <description>Civil Engineering Home</description> <lastBuildDate>Mon, 02 Apr 2012 14:20:22 +0000</lastBuildDate> <language>en</language> <sy:updatePeriod>hourly</sy:updatePeriod> <sy:updateFrequency>1</sy:updateFrequency> <generator>http://wordpress.org/?v=3.3.2</generator> <xhtml:meta xmlns:xhtml="http://www.w3.org/1999/xhtml" name="robots" content="noindex" /> <item><title>CONNECTIONS FOR PRECAST FLOOR SLABS</title><link>http://theconstructor.org/concrete/connections-for-precast-floor-slabs/6332/</link> <comments>http://theconstructor.org/concrete/connections-for-precast-floor-slabs/6332/#comments</comments> <pubDate>Mon, 02 Apr 2012 14:20:21 +0000</pubDate> <dc:creator>Gopal Mishra</dc:creator> <category><![CDATA[Concrete Technology]]></category> <category><![CDATA[Precast Concrete]]></category> <category><![CDATA[Precast Connections]]></category> <category><![CDATA[Precast Slabs]]></category><guid
isPermaLink="false">http://theconstructor.org/?p=6332</guid> <description><![CDATA[<p>Floor slab connection essentially consists of a compression joint in the bearing surface. The bearing length should be atleast 75mm to avoid spalling of the edges. To prevent this short of failure occurring, the slab must be tied to the beam. Connections in Hollow Core Slab: The problem with hollow core slabs is that there [...]</p><p>Original Post at <a
href="http://theconstructor.org/concrete/connections-for-precast-floor-slabs/6332/">CONNECTIONS FOR PRECAST FLOOR SLABS</a></p><h4><strong>Related Topics</strong></h4><ul
style="display: block;" id="related-post" class="related-post"><li> <a
href="http://theconstructor.org/structural-engg/steel/bracing-connections/311/" title="Bracing Connections" class="dark_perm">Bracing Connections</a></li><li> <a
href="http://theconstructor.org/videos/how-to-apply-waterproof-epoxy-floor-over-concrete/4581/" title="HOW TO APPLY WATERPROOF EPOXY FLOOR OVER CONCRETE" class="dark_perm">HOW TO APPLY WATERPROOF EPOXY FLOOR OVER CONCRETE</a></li><li> <a
href="http://theconstructor.org/answers/is-concrete-at-2500-psi-adequate-for-garage-floor-driveway/4955/" title="Is concrete at 2500 psi adequate for garage floor &amp; driveway?" class="dark_perm">Is concrete at 2500 psi adequate for garage floor &amp; driveway?</a></li><li> <a
href="http://theconstructor.org/structural-engg/all-about-slabs/471/" title="All About Slabs" class="dark_perm">All About Slabs</a></li></ul> ]]></description> <wfw:commentRss>http://theconstructor.org/concrete/connections-for-precast-floor-slabs/6332/feed/</wfw:commentRss> <slash:comments>1</slash:comments> </item> <item><title>TYPES OF PRECAST COMPONENTS IN A BUILDING</title><link>http://theconstructor.org/concrete/types-of-precast-components-in-a-building/6325/</link> <comments>http://theconstructor.org/concrete/types-of-precast-components-in-a-building/6325/#comments</comments> <pubDate>Tue, 27 Mar 2012 15:07:42 +0000</pubDate> <dc:creator>Gopal Mishra</dc:creator> <category><![CDATA[Concrete Technology]]></category> <category><![CDATA[Precast Concrete]]></category> <category><![CDATA[Precast Beams]]></category> <category><![CDATA[Precast Columns]]></category> <category><![CDATA[Precast Components]]></category> <category><![CDATA[Precast Slabs]]></category> <category><![CDATA[Precast Staircase]]></category> <category><![CDATA[Precast Walls]]></category><guid
isPermaLink="false">http://theconstructor.org/?p=6325</guid> <description><![CDATA[<p>TYPES OF PRECAST COMPONENTS IN A BUILDING: The figure below shows the basic precast structure. The numbers of different types of components in these structures over the years have become very large. But following figure shows the major types of precast components in a building. Precast Beams: There are two main categories of beams: Internal [...]</p><p>Original Post at <a
href="http://theconstructor.org/concrete/types-of-precast-components-in-a-building/6325/">TYPES OF PRECAST COMPONENTS IN A BUILDING</a></p><h4><strong>Related Topics</strong></h4><ul
style="display: block;" id="related-post" class="related-post"><li> <a
href="http://theconstructor.org/concrete/types-of-precast-frames/6300/" title="TYPES OF PRECAST FRAMES" class="dark_perm">TYPES OF PRECAST FRAMES</a></li><li> <a
href="http://theconstructor.org/concrete/what-is-precast-concrete/6261/" title="WHAT IS PRECAST CONCRETE?" class="dark_perm">WHAT IS PRECAST CONCRETE?</a></li><li> <a
href="http://theconstructor.org/concrete/precast1/precast-concrete-methods/7/" title="Precast Concrete Methods" class="dark_perm">Precast Concrete Methods</a></li><li> <a
href="http://theconstructor.org/concrete/precast-concrete-construction/273/" title="Precast Concrete Construction" class="dark_perm">Precast Concrete Construction</a></li></ul> ]]></description> <wfw:commentRss>http://theconstructor.org/concrete/types-of-precast-components-in-a-building/6325/feed/</wfw:commentRss> <slash:comments>4</slash:comments> </item> <item><title>PERMANENT FORMWORK METHOD FOR BEAM CONSTRUCTION</title><link>http://theconstructor.org/concrete/permanent-formwork-construction-method/6312/</link> <comments>http://theconstructor.org/concrete/permanent-formwork-construction-method/6312/#comments</comments> <pubDate>Tue, 27 Mar 2012 14:12:07 +0000</pubDate> <dc:creator>Gopal Mishra</dc:creator> <category><![CDATA[Concrete Technology]]></category> <category><![CDATA[Precast Concrete]]></category> <category><![CDATA[Composite Beams]]></category> <category><![CDATA[Non-Composite Beams]]></category> <category><![CDATA[Precast Beams]]></category><guid
isPermaLink="false">http://theconstructor.org/?p=6312</guid> <description><![CDATA[<p>Permanent formwork construction method is used to: Speed construction, especially of downstand beams Provide high-quality finishes Promote low tolerances The units can act solely as permanent formwork, i.e. they may be designed for construction loads only without contributing to the strength of the completed beams. More efficiently, they can act compositely with the in-situ concrete. [...]</p><p>Original Post at <a
href="http://theconstructor.org/concrete/permanent-formwork-construction-method/6312/">PERMANENT FORMWORK METHOD FOR BEAM CONSTRUCTION</a></p><h4><strong>Related Topics</strong></h4><ul
style="display: block;" id="related-post" class="related-post"><li> <a
href="http://theconstructor.org/structural-engg/analysis/conjugate-beam-method/5049/" title="CONJUGATE BEAM METHOD" class="dark_perm">CONJUGATE BEAM METHOD</a></li><li> <a
href="http://theconstructor.org/building/formwork-and-good-formwork-properties/6183/" title="FORMWORK AND GOOD FORMWORK PROPERTIES" class="dark_perm">FORMWORK AND GOOD FORMWORK PROPERTIES</a></li><li> <a
href="http://theconstructor.org/structures/arch-method-of-bridge-construction/6120/" title="ARCH METHOD OF BRIDGE CONSTRUCTION" class="dark_perm">ARCH METHOD OF BRIDGE CONSTRUCTION</a></li><li> <a
href="http://theconstructor.org/structures/precast-method-of-bridge-construction/6133/" title="PRECAST METHOD OF BRIDGE CONSTRUCTION" class="dark_perm">PRECAST METHOD OF BRIDGE CONSTRUCTION</a></li></ul> ]]></description> <wfw:commentRss>http://theconstructor.org/concrete/permanent-formwork-construction-method/6312/feed/</wfw:commentRss> <slash:comments>0</slash:comments> </item> <item><title>HYBRID CONSTRUCTION TECHNIQUE AND STRUCTURAL ACTIONS</title><link>http://theconstructor.org/concrete/hybrid-construction-technique-and-structural-actions/6305/</link> <comments>http://theconstructor.org/concrete/hybrid-construction-technique-and-structural-actions/6305/#comments</comments> <pubDate>Mon, 26 Mar 2012 15:29:11 +0000</pubDate> <dc:creator>Gopal Mishra</dc:creator> <category><![CDATA[Concrete Technology]]></category> <category><![CDATA[Precast Concrete]]></category> <category><![CDATA[Hybrid Construction]]></category> <category><![CDATA[Precast Beams]]></category><guid
isPermaLink="false">http://theconstructor.org/?p=6305</guid> <description><![CDATA[<p>HYBRID CONSTRUCTION TECHNIQUE: Hybrid concrete construction is the combination of precast and in-situ concrete. The different materials are used according to their strengths and weaknesses to provide simple, buildable and competitive high-quality structures that offer consistent performance. Hybrid concrete construction can incorporate all the benefits of precasting, (e.g. form, finish, colour, speed, accuracy, prestressing, high-quality, [...]</p><p>Original Post at <a
href="http://theconstructor.org/concrete/hybrid-construction-technique-and-structural-actions/6305/">HYBRID CONSTRUCTION TECHNIQUE AND STRUCTURAL ACTIONS</a></p><h4><strong>Related Topics</strong></h4><ul
style="display: block;" id="related-post" class="related-post"><li> <a
href="http://theconstructor.org/constrution/const-management/delphi-technique-in-procurement-systems-of-construction-projects/1313/" title="DELPHI TECHNIQUE IN PROCUREMENT SYSTEMS OF CONSTRUCTION PROJECTS" class="dark_perm">DELPHI TECHNIQUE IN PROCUREMENT SYSTEMS OF CONSTRUCTION PROJECTS</a></li><li> <a
href="http://theconstructor.org/geotechnical/foundation-defects-structure/5908/" title="STRUCTURAL DEFECTS OF FOUNDATIONS AT CONSTRUCTION STAGE" class="dark_perm">STRUCTURAL DEFECTS OF FOUNDATIONS AT CONSTRUCTION STAGE</a></li><li> <a
href="http://theconstructor.org/geotechnical/ground-improvement-technique/199/" title="Ground Improvement Technique" class="dark_perm">Ground Improvement Technique</a></li><li> <a
href="http://theconstructor.org/building/blasting-technique-for-painting-surface-preperation/5631/" title="BLASTING TECHNIQUE FOR PAINTING SURFACE PREPERATION" class="dark_perm">BLASTING TECHNIQUE FOR PAINTING SURFACE PREPERATION</a></li></ul> ]]></description> <wfw:commentRss>http://theconstructor.org/concrete/hybrid-construction-technique-and-structural-actions/6305/feed/</wfw:commentRss> <slash:comments>1</slash:comments> </item> <item><title>TYPES OF PRECAST FRAMES</title><link>http://theconstructor.org/concrete/types-of-precast-frames/6300/</link> <comments>http://theconstructor.org/concrete/types-of-precast-frames/6300/#comments</comments> <pubDate>Mon, 26 Mar 2012 14:59:11 +0000</pubDate> <dc:creator>Gopal Mishra</dc:creator> <category><![CDATA[Concrete Technology]]></category> <category><![CDATA[Precast Concrete]]></category> <category><![CDATA[Precast frames]]></category><guid
isPermaLink="false">http://theconstructor.org/?p=6300</guid> <description><![CDATA[<p>TYPES OF PRECAST FRAMES Consider the following in-situ frame and its bending moment diagrams. It can be seen from the diagrams above that the joints in the precast frame are made at positions of minimum bending moment. Skeletal Frame: The correct position for the skeletal frame joint is shown below. However for the ease of [...]</p><p>Original Post at <a
href="http://theconstructor.org/concrete/types-of-precast-frames/6300/">TYPES OF PRECAST FRAMES</a></p><h4><strong>Related Topics</strong></h4><ul
style="display: block;" id="related-post" class="related-post"><li> <a
href="http://theconstructor.org/structural-engg/analysis/methods-of-analysis-of-frames/1701/" title="METHODS OF ANALYSIS OF FRAMES" class="dark_perm">METHODS OF ANALYSIS OF FRAMES</a></li><li> <a
href="http://theconstructor.org/structural-engg/plastic-design-of-continuous-beams-portal-frames/5106/" title="PLASTIC DESIGN OF CONTINUOUS BEAMS &amp; PORTAL FRAMES" class="dark_perm">PLASTIC DESIGN OF CONTINUOUS BEAMS &amp; PORTAL FRAMES</a></li><li> <a
href="http://theconstructor.org/answers/how-to-design-steel-portal-frames-by-bs-5950-what-are-the-design-considerations/4898/" title="HOW TO DESIGN STEEL PORTAL FRAMES BY BS 5950? WHAT ARE THE DESIGN CONSIDERATIONS?" class="dark_perm">HOW TO DESIGN STEEL PORTAL FRAMES BY BS 5950? WHAT ARE THE DESIGN CONSIDERATIONS?</a></li><li> <a
href="http://theconstructor.org/answers/how-do-we-design-steel-portal-frames-to-bs-5950-what-are-the-design-considerations/4980/" title="How do we design steel portal frames to BS 5950? What are the design considerations?" class="dark_perm">How do we design steel portal frames to BS 5950? What are the design considerations?</a></li></ul> ]]></description> <wfw:commentRss>http://theconstructor.org/concrete/types-of-precast-frames/6300/feed/</wfw:commentRss> <slash:comments>0</slash:comments> </item> <item><title>STRUCTURAL USES OF PRECAST CONCRETE</title><link>http://theconstructor.org/concrete/structural-uses-of-precast-concrete/6289/</link> <comments>http://theconstructor.org/concrete/structural-uses-of-precast-concrete/6289/#comments</comments> <pubDate>Sun, 25 Mar 2012 16:01:48 +0000</pubDate> <dc:creator>Gopal Mishra</dc:creator> <category><![CDATA[Concrete Technology]]></category> <category><![CDATA[Precast Concrete]]></category> <category><![CDATA[Precast Beams]]></category><guid
isPermaLink="false">http://theconstructor.org/?p=6289</guid> <description><![CDATA[<p>Precast concrete is used extensively in building structures, for e.g. structural frames, floors and roofs, claddings etc. Use of Precast Concrete in frames: There are two main types of precast building frame. The structural frame consists of slabs, beams and columns. Structural frames are mainly used for offices, car parks and retail developments. The cross-wall [...]</p><p>Original Post at <a
href="http://theconstructor.org/concrete/structural-uses-of-precast-concrete/6289/">STRUCTURAL USES OF PRECAST CONCRETE</a></p><h4><strong>Related Topics</strong></h4><ul
style="display: block;" id="related-post" class="related-post"><li> <a
href="http://theconstructor.org/concrete/what-is-precast-concrete/6261/" title="WHAT IS PRECAST CONCRETE?" class="dark_perm">WHAT IS PRECAST CONCRETE?</a></li><li> <a
href="http://theconstructor.org/concrete/precast1/precast-concrete-methods/7/" title="Precast Concrete Methods" class="dark_perm">Precast Concrete Methods</a></li><li> <a
href="http://theconstructor.org/concrete/precast-concrete-construction/273/" title="Precast Concrete Construction" class="dark_perm">Precast Concrete Construction</a></li><li> <a
href="http://theconstructor.org/concrete/precast-concrete-methods-3/422/" title="Precast Concrete Methods" class="dark_perm">Precast Concrete Methods</a></li></ul> ]]></description> <wfw:commentRss>http://theconstructor.org/concrete/structural-uses-of-precast-concrete/6289/feed/</wfw:commentRss> <slash:comments>0</slash:comments> </item> <item><title>FEATURES OF PRECAST CONCRETE</title><link>http://theconstructor.org/concrete/features-of-precast-concrete/6281/</link> <comments>http://theconstructor.org/concrete/features-of-precast-concrete/6281/#comments</comments> <pubDate>Sun, 25 Mar 2012 14:24:46 +0000</pubDate> <dc:creator>Gopal Mishra</dc:creator> <category><![CDATA[Concrete Technology]]></category> <category><![CDATA[Precast Concrete]]></category> <category><![CDATA[conctrete]]></category> <category><![CDATA[Construction]]></category><guid
isPermaLink="false">http://theconstructor.org/?p=6281</guid> <description><![CDATA[<p>Because precast concrete can be cast at ground level in factory conditions, it has these added features: Better Finishes: Better finishes can be obtained with precast concrete because the inside surface of the mould is kept in good condition. There is no grout loss, such as that from badly fitting formwork, which results in poor [...]</p><p>Original Post at <a
href="http://theconstructor.org/concrete/features-of-precast-concrete/6281/">FEATURES OF PRECAST CONCRETE</a></p> No related posts. ]]></description> <wfw:commentRss>http://theconstructor.org/concrete/features-of-precast-concrete/6281/feed/</wfw:commentRss> <slash:comments>0</slash:comments> </item> <item><title>PRECAST CONCRETE PROCESS</title><link>http://theconstructor.org/concrete/precast-concrete-process/6272/</link> <comments>http://theconstructor.org/concrete/precast-concrete-process/6272/#comments</comments> <pubDate>Sun, 25 Mar 2012 11:14:22 +0000</pubDate> <dc:creator>Gopal Mishra</dc:creator> <category><![CDATA[Concrete Technology]]></category> <category><![CDATA[Precast Concrete]]></category> <category><![CDATA[Precast]]></category> <category><![CDATA[Precast Beams]]></category><guid
isPermaLink="false">http://theconstructor.org/?p=6272</guid> <description><![CDATA[<p>PRECAST CONCRETE PROCESS A large number of concrete structures (about 6% of the building frame market) are precast. The individual components are prefabricated off site then taken to site where they are erected. The following figures illustrate the precast concrete process: 1. Production of reinforced cages and main connections: The precast factory often has specialist [...]</p><p>Original Post at <a
href="http://theconstructor.org/concrete/precast-concrete-process/6272/">PRECAST CONCRETE PROCESS</a></p> No related posts. ]]></description> <wfw:commentRss>http://theconstructor.org/concrete/precast-concrete-process/6272/feed/</wfw:commentRss> <slash:comments>0</slash:comments> </item> <item><title>WHAT IS PRECAST CONCRETE?</title><link>http://theconstructor.org/concrete/what-is-precast-concrete/6261/</link> <comments>http://theconstructor.org/concrete/what-is-precast-concrete/6261/#comments</comments> <pubDate>Sun, 25 Mar 2012 10:26:58 +0000</pubDate> <dc:creator>Gopal Mishra</dc:creator> <category><![CDATA[Concrete Technology]]></category> <category><![CDATA[Precast Concrete]]></category><guid
isPermaLink="false">http://theconstructor.org/?p=6261</guid> <description><![CDATA[<p>Precast concrete is cast under factory controlled conditions and not erected on site until it is fully hardened. Just like in-situ concrete, precast concrete can be plain, reinforced or prestressed concrete. Cast in-situ concrete is formed on site using traditional methods of formwork and ready-mixed concrete. Fig: Plain precast concrete Fig: Reinforced precast concrete Fig: [...]</p><p>Original Post at <a
href="http://theconstructor.org/concrete/what-is-precast-concrete/6261/">WHAT IS PRECAST CONCRETE?</a></p> No related posts. ]]></description> <wfw:commentRss>http://theconstructor.org/concrete/what-is-precast-concrete/6261/feed/</wfw:commentRss> <slash:comments>0</slash:comments> </item> <item><title>PRESTRESSED CONCRETE OVER REINFORCED CONCRETE AND ARCH</title><link>http://theconstructor.org/others/prestressed-concrete-over-reinforced-concrete-and-arch/6255/</link> <comments>http://theconstructor.org/others/prestressed-concrete-over-reinforced-concrete-and-arch/6255/#comments</comments> <pubDate>Fri, 23 Mar 2012 15:22:25 +0000</pubDate> <dc:creator>Gopal Mishra</dc:creator> <category><![CDATA[Others]]></category><guid
isPermaLink="false">http://theconstructor.org/?p=6255</guid> <description><![CDATA[<p>COMPARISON BETWEEN PRESTRESSED CONCRETE, RCC AND ARCH Concrete is a building material strong in compression but relatively weak in tension. There are two ways of overcoming this problem: Embed another material in the concrete which is strong in tension – reinforced concrete Remove the tension altogether – by arching or prestressing. Reinforced concrete: In reinforced [...]</p><p>Original Post at <a
href="http://theconstructor.org/others/prestressed-concrete-over-reinforced-concrete-and-arch/6255/">PRESTRESSED CONCRETE OVER REINFORCED CONCRETE AND ARCH</a></p> No related posts. ]]></description> <wfw:commentRss>http://theconstructor.org/others/prestressed-concrete-over-reinforced-concrete-and-arch/6255/feed/</wfw:commentRss> <slash:comments>0</slash:comments> </item> <item><title>PUNCHING SHEAR</title><link>http://theconstructor.org/structural-engg/analysis/punching-shear/6247/</link> <comments>http://theconstructor.org/structural-engg/analysis/punching-shear/6247/#comments</comments> <pubDate>Fri, 23 Mar 2012 14:42:09 +0000</pubDate> <dc:creator>Gopal Mishra</dc:creator> <category><![CDATA[Structural Analysis]]></category> <category><![CDATA[Structural Design]]></category> <category><![CDATA[Structural Engineering]]></category> <category><![CDATA[Punching shear]]></category><guid
isPermaLink="false">http://theconstructor.org/?p=6247</guid> <description><![CDATA[<p>What is punching shear? Consider a portion of slab subjected to an increasing concentrated load. Eventually the slab will fail. One possible method of failure is that the load punches through the slab. Thus, the failure mechanism is by shear, hence the name is punching shear. Some examples of the occurrence of concentrated loads on [...]</p><p>Original Post at <a
href="http://theconstructor.org/structural-engg/analysis/punching-shear/6247/">PUNCHING SHEAR</a></p><h4><strong>Related Topics</strong></h4><ul
style="display: block;" id="related-post" class="related-post"><li> <a
href="http://theconstructor.org/concrete/punching-shear-resistance-of-high-strength-concrete-slabs/145/" title="Punching Shear Resistance of High-Strength Concrete Slabs" class="dark_perm">Punching Shear Resistance of High-Strength Concrete Slabs</a></li><li> <a
href="http://theconstructor.org/structural-engg/punching-shear-resistance-of-high-strength-concrete-slabs-2/408/" title="Punching shear resistance of high-strength concrete slabs" class="dark_perm">Punching shear resistance of high-strength concrete slabs</a></li><li> <a
href="http://theconstructor.org/geotechnical/shear-strength-of-soil-by-direct-shear-test/3112/" title="SHEAR STRENGTH OF SOIL BY DIRECT SHEAR TEST" class="dark_perm">SHEAR STRENGTH OF SOIL BY DIRECT SHEAR TEST</a></li><li> <a
href="http://theconstructor.org/structural-engg/design-of-rc-beams-for-shear/714/" title="Design of RC Beams for Shear" class="dark_perm">Design of RC Beams for Shear</a></li></ul> ]]></description> <wfw:commentRss>http://theconstructor.org/structural-engg/analysis/punching-shear/6247/feed/</wfw:commentRss> <slash:comments>1</slash:comments> </item> <item><title>ANALYSIS OF SHEAR WALLS</title><link>http://theconstructor.org/structural-engg/analysis-of-shear-walls/6243/</link> <comments>http://theconstructor.org/structural-engg/analysis-of-shear-walls/6243/#comments</comments> <pubDate>Fri, 23 Mar 2012 14:02:34 +0000</pubDate> <dc:creator>Gopal Mishra</dc:creator> <category><![CDATA[Shear Walls]]></category> <category><![CDATA[Structural Engineering]]></category> <category><![CDATA[Shear Wall Analysis]]></category> <category><![CDATA[Structural Analysis]]></category><guid
isPermaLink="false">http://theconstructor.org/?p=6243</guid> <description><![CDATA[<p>The analysis of a framed building with shear walls subjected to horizontal and vertical load is essentially a three-dimensional problem. With the proliferation of computer programs available a three-dimensional analysis presents no great difficulty provided the modeling techniques fully reflect the behavior of the structure. The only penalty is time. Sometimes, especially where a dynamic [...]</p><p>Original Post at <a
href="http://theconstructor.org/structural-engg/analysis-of-shear-walls/6243/">ANALYSIS OF SHEAR WALLS</a></p><h4><strong>Related Topics</strong></h4><ul
style="display: block;" id="related-post" class="related-post"><li> <a
href="http://theconstructor.org/geotechnical/shear-strength-of-soil-by-direct-shear-test/3112/" title="SHEAR STRENGTH OF SOIL BY DIRECT SHEAR TEST" class="dark_perm">SHEAR STRENGTH OF SOIL BY DIRECT SHEAR TEST</a></li><li> <a
href="http://theconstructor.org/concrete/cracking-in-walls/1464/" title="CRACKING IN WALLS" class="dark_perm">CRACKING IN WALLS</a></li><li> <a
href="http://theconstructor.org/structural-engg/strengthening-of-r-c-walls/1938/" title="STRENGTHENING OF R.C.WALLS" class="dark_perm">STRENGTHENING OF R.C.WALLS</a></li><li> <a
href="http://theconstructor.org/building/types-of-partition-walls/3754/" title="TYPES OF PARTITION WALLS" class="dark_perm">TYPES OF PARTITION WALLS</a></li></ul> ]]></description> <wfw:commentRss>http://theconstructor.org/structural-engg/analysis-of-shear-walls/6243/feed/</wfw:commentRss> <slash:comments>0</slash:comments> </item> <item><title>SHEAR WALL &#8211; ITS TYPES AND POSITIONING</title><link>http://theconstructor.org/structural-engg/shear-walls-structural-forms-positioning/6235/</link> <comments>http://theconstructor.org/structural-engg/shear-walls-structural-forms-positioning/6235/#comments</comments> <pubDate>Fri, 23 Mar 2012 07:21:16 +0000</pubDate> <dc:creator>Gopal Mishra</dc:creator> <category><![CDATA[Shear Walls]]></category> <category><![CDATA[Structural Engineering]]></category> <category><![CDATA[Shear Wall Positioning]]></category> <category><![CDATA[Shear Wall Structrual forms]]></category><guid
isPermaLink="false">http://theconstructor.org/?p=6235</guid> <description><![CDATA[<p>SHEAR WALL In reinforced concrete framed structures the effects of wind forces increase in significance as the structure increases in height. Codes of practice impose limits on horizontal movement or sway. Limits must be imposed on lateral deflection to prevent: Limitations on the use of building, Adverse effects on the behavior of non-load bearing elements, [...]</p><p>Original Post at <a
href="http://theconstructor.org/structural-engg/shear-walls-structural-forms-positioning/6235/">SHEAR WALL &#8211; ITS TYPES AND POSITIONING</a></p><h4><strong>Related Topics</strong></h4><ul
style="display: block;" id="related-post" class="related-post"><li> <a
href="http://theconstructor.org/geotechnical/retaining-wall-types-planning-stability-failures-recommendations/330/" title="Retaining Wall- Types, Planning, Stability, Failures &amp; Recommendations" class="dark_perm">Retaining Wall- Types, Planning, Stability, Failures &amp; Recommendations</a></li><li> <a
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href="http://theconstructor.org/geotechnical/cantilever-wall/1991/" title="CANTILEVER WALL" class="dark_perm">CANTILEVER WALL</a></li></ul> ]]></description> <wfw:commentRss>http://theconstructor.org/structural-engg/shear-walls-structural-forms-positioning/6235/feed/</wfw:commentRss> <slash:comments>0</slash:comments> </item> <item><title>CONCRETE CREEP</title><link>http://theconstructor.org/concrete/concrete-creep/6224/</link> <comments>http://theconstructor.org/concrete/concrete-creep/6224/#comments</comments> <pubDate>Thu, 22 Mar 2012 07:32:32 +0000</pubDate> <dc:creator>Gopal Mishra</dc:creator> <category><![CDATA[Concrete Properties]]></category> <category><![CDATA[Concrete Technology]]></category> <category><![CDATA[Concrete Creep]]></category><guid
isPermaLink="false">http://theconstructor.org/?p=6224</guid> <description><![CDATA[<p>CONCRETE CREEP Creep is defined as the long term deformation under a sustained load. Water within the hardened cement paste is forced to more as a result of the applied load. This movement of moisture is the primary cause of creep deformation. Some movement also occurs due to the propagation of microcracks. The movement due [...]</p><p>Original Post at <a
href="http://theconstructor.org/concrete/concrete-creep/6224/">CONCRETE CREEP</a></p><h4><strong>Related Topics</strong></h4><ul
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isPermaLink="false">http://theconstructor.org/?p=6220</guid> <description><![CDATA[<p>FACTORS AFFECTING CONCRETE STRENGTH Concrete strength is effected by many factors, such as quality of raw materials, water/cement ratio, coarse/fine aggregate ratio, age of concrete, compaction of concrete, temperature, relative humidity and curing of concrete. 1. Quality of Raw Materials: Cement: Provided the cement conforms with the appropriate standard and it has been stored correctly [...]</p><p>Original Post at <a
href="http://theconstructor.org/concrete/factors-affecting-strength-of-concrete/6220/">FACTORS AFFECTING STRENGTH OF CONCRETE</a></p><h4><strong>Related Topics</strong></h4><ul
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