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	<title>The Constructor &#187; Beam Design</title>
	<atom:link href="http://theconstructor.org/category/structural-engineering/beam-design/feed/" rel="self" type="application/rss+xml" />
	<link>http://theconstructor.org</link>
	<description>The Constructor of Modern World!- A Home For Civil Engineers</description>
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		<title>STRENGTHENING OF R.C.BEAMS</title>
		<link>http://theconstructor.org/2010/03/strengthening-of-r-c-beams/</link>
		<comments>http://theconstructor.org/2010/03/strengthening-of-r-c-beams/#comments</comments>
		<pubDate>Sun, 28 Mar 2010 04:58:01 +0000</pubDate>
		<dc:creator>Gopal Mishra</dc:creator>
				<category><![CDATA[Beam Design]]></category>
		<category><![CDATA[Miscellaneous]]></category>
		<category><![CDATA[Practical Guide]]></category>
		<category><![CDATA[Strengthening & Retrofitting]]></category>
		<category><![CDATA[Strengthening of Structure]]></category>
		<category><![CDATA[Structural]]></category>
		<category><![CDATA[Beams]]></category>
		<category><![CDATA[Strengthnening of Structures]]></category>

		<guid isPermaLink="false">http://theconstructor.org/2010/03/strengthening-of-r-c-beams/</guid>
		<description><![CDATA[Reinforced concrete beams need strengthening when the existing steel bars in the beam are unsafe or insufficient, or when the loads applied to the beam are increased. In such cases, there are different solutions that could be followed: I-ADDING REINFORCEMENT STEEL BARS TO THE MAIN STEEL WITHOUT INCREASING THE BEAM’S CROSS SECTIONAL AREA This solution [...]

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<a href="http://theconstructor.org/2010/03/strengthening-of-r-c-columns/" title="STRENGTHENING OF R.C.COLUMNS" class="dark_perm">STRENGTHENING OF R.C.COLUMNS</a><br/>	
Strengthening of reinforced concrete columns is needed when: 1. The load carried...<!-- (32.0985)-->
	

<a href="http://theconstructor.org/2010/03/strengthening-of-r-c-walls/" title="STRENGTHENING OF R.C.WALLS" class="dark_perm">STRENGTHENING OF R.C.WALLS</a><br/>	
The dimensions of the wall and its reinforcement are in creased by...<!-- (28.967)-->
	

<a href="http://theconstructor.org/2010/03/strengthening-techniques-r-c-slab/" title="STRENGTHENING TECHNIQUES- R.C. SLAB" class="dark_perm">STRENGTHENING TECHNIQUES- R.C. SLAB</a><br/>	
Many strengthening techniques are available depending on the purpose needed from strengthening....<!-- (26.9008)-->
	

<a href="http://theconstructor.org/2010/03/strengthening-of-foundations/" title="STRENGTHENING OF FOUNDATIONS" class="dark_perm">STRENGTHENING OF FOUNDATIONS</a><br/>	
Columns foundations need strengthening in the case of applying additional loads. Widening...<!-- (20.9918)-->
	

<a href="http://theconstructor.org/2010/03/cfrp-laminates-for-shear-strengthening-of-concrete-beams/" title="CFRP LAMINATES FOR SHEAR STRENGTHENING OF CONCRETE BEAMS" class="dark_perm">CFRP LAMINATES FOR SHEAR STRENGTHENING OF CONCRETE BEAMS</a><br/>	
The use of Near Surface mounted Reinforcement for concrete structures are not...<!-- (17.8746)-->
	
]]></description>
		<wfw:commentRss>http://theconstructor.org/2010/03/strengthening-of-r-c-beams/feed/</wfw:commentRss>
		<slash:comments>0</slash:comments>
		</item>
		<item>
		<title>STRUCTURAL DESIGN PHILOSOPHIES</title>
		<link>http://theconstructor.org/2010/03/structural-design-philosophies/</link>
		<comments>http://theconstructor.org/2010/03/structural-design-philosophies/#comments</comments>
		<pubDate>Tue, 16 Mar 2010 08:34:05 +0000</pubDate>
		<dc:creator>Gopal Mishra</dc:creator>
				<category><![CDATA[Beam Design]]></category>
		<category><![CDATA[Design]]></category>
		<category><![CDATA[Methods]]></category>
		<category><![CDATA[Steel Design]]></category>
		<category><![CDATA[Structural]]></category>
		<category><![CDATA[Structural Design]]></category>

		<guid isPermaLink="false">http://theconstructor.org/2010/03/structural-design-philosophies/</guid>
		<description><![CDATA[This was the traditional method of design not only for reinforced concrete, but also for structural steel and timber design. The method basically assumes that the structural material behaves as a linear elastic manner, and that adequate safety can be ensured by suitably restricting the stresses in the material induced by the expected “working loads” on the structure. As the specified permissible stresses are kept well below the material strength, the assumption of linear elastic behavior is considered justifiable. The ratio of the strength of the material to the permissible stress is often referred to as the factor of safety.

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<a href="http://theconstructor.org/2010/03/structural-design-process/" title="STRUCTURAL DESIGN PROCESS" class="dark_perm">STRUCTURAL DESIGN PROCESS</a><br/>	
The entire process of structural planning and design requires not only imagination...<!-- (14.1847)-->
	

<a href="http://theconstructor.org/2009/04/spreadsheet-bis-code-of-practice/" title="Spreadsheet-BIS Code of Practice" class="dark_perm">Spreadsheet-BIS Code of Practice</a><br/>	
Following topics are covered in this spread sheet as per IS 456-2000...<!-- (13.2578)-->
	

<a href="http://theconstructor.org/2009/04/design-of-deep-beam-spreadsheet/" title="Design of Deep Beam-Spreadsheet" class="dark_perm">Design of Deep Beam-Spreadsheet</a><br/>	
This spreadsheet is for the design of deep beams. It includes the...<!-- (11.7074)-->
	

<a href="http://theconstructor.org/2010/03/types-of-loads-on-structure/" title="TYPES OF LOADS ON STRUCTURE" class="dark_perm">TYPES OF LOADS ON STRUCTURE</a><br/>	
The loads are broadly classified as vertical loads, horizontal loads and longitudinal...<!-- (11.3094)-->
	

<a href="http://theconstructor.org/2009/04/matrix-method-of-structural-analysis/" title="Matrix Method of Structural Analysis" class="dark_perm">Matrix Method of Structural Analysis</a><br/>	
Hello friend, how you doing? Well let me tell you about Matrix...<!-- (10.9482)-->
	
]]></description>
		<wfw:commentRss>http://theconstructor.org/2010/03/structural-design-philosophies/feed/</wfw:commentRss>
		<slash:comments>1</slash:comments>
		</item>
		<item>
		<title>CFRP LAMINATES FOR SHEAR STRENGTHENING OF CONCRETE BEAMS</title>
		<link>http://theconstructor.org/2010/03/cfrp-laminates-for-shear-strengthening-of-concrete-beams/</link>
		<comments>http://theconstructor.org/2010/03/cfrp-laminates-for-shear-strengthening-of-concrete-beams/#comments</comments>
		<pubDate>Tue, 09 Mar 2010 17:41:18 +0000</pubDate>
		<dc:creator>Gopal Mishra</dc:creator>
				<category><![CDATA[Beam Design]]></category>
		<category><![CDATA[Concrete]]></category>
		<category><![CDATA[Fibre reinforced]]></category>
		<category><![CDATA[Structural]]></category>
		<category><![CDATA[Beams]]></category>
		<category><![CDATA[Structural Design]]></category>

		<guid isPermaLink="false">http://theconstructor.org/2010/03/cfrp-laminates-for-shear-strengthening-of-concrete-beams/</guid>
		<description><![CDATA[The use of Near Surface mounted Reinforcement for concrete structures are not a new invention. A type of NSMR has been used since the 1940s, where steel reinforcement is placed in slots in the concrete cover or in addition concrete cover that is cast onto the structure. Here steel bars are placed in slots in [...]

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<a href="http://theconstructor.org/2010/03/strengthening-of-r-c-beams/" title="STRENGTHENING OF R.C.BEAMS" class="dark_perm">STRENGTHENING OF R.C.BEAMS</a><br/>	
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<a href="http://theconstructor.org/2009/12/design-of-rc-beams-for-shear/" title="Design of RC Beams for Shear" class="dark_perm">Design of RC Beams for Shear</a><br/>	
Uncracked Elastic Beam Behavior Look at the shear and bending moment diagrams....<!-- (16.5579)-->
	

<a href="http://theconstructor.org/2010/03/strengthening-techniques-r-c-slab/" title="STRENGTHENING TECHNIQUES- R.C. SLAB" class="dark_perm">STRENGTHENING TECHNIQUES- R.C. SLAB</a><br/>	
Many strengthening techniques are available depending on the purpose needed from strengthening....<!-- (14.6724)-->
	

<a href="http://theconstructor.org/2009/10/detailing-of-beams/" title="Detailing of Beams" class="dark_perm">Detailing of Beams</a><br/>	
Beam carries transverse external loads that cause bending moment, shear forces and...<!-- (14.1143)-->
	

<a href="http://theconstructor.org/2010/03/strengthening-of-r-c-walls/" title="STRENGTHENING OF R.C.WALLS" class="dark_perm">STRENGTHENING OF R.C.WALLS</a><br/>	
The dimensions of the wall and its reinforcement are in creased by...<!-- (13.958)-->
	
]]></description>
		<wfw:commentRss>http://theconstructor.org/2010/03/cfrp-laminates-for-shear-strengthening-of-concrete-beams/feed/</wfw:commentRss>
		<slash:comments>1</slash:comments>
		</item>
		<item>
		<title>BEAM CHARACTERISTICS</title>
		<link>http://theconstructor.org/2010/03/beam-characteristics/</link>
		<comments>http://theconstructor.org/2010/03/beam-characteristics/#comments</comments>
		<pubDate>Sat, 06 Mar 2010 04:32:28 +0000</pubDate>
		<dc:creator>Gopal Mishra</dc:creator>
				<category><![CDATA[Beam Design]]></category>
		<category><![CDATA[Beam]]></category>
		<category><![CDATA[Beams]]></category>

		<guid isPermaLink="false">http://theconstructor.org/2010/03/beam-characteristics/</guid>
		<description><![CDATA[There are a number of properties of a beam that an Engineer should be aware of as they dictate beam behaviour when subject to a load and ultimately represent possible areas or mechanisms for failure. The main ones being:

Second moment of area (also referred to as the second moment of inertia): this depends on the cross section profile of the beam and is a measure of the resistance of the shape of the beam to bending.

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<a href="http://theconstructor.org/2009/09/fundamentals-of-beam-design-3/" title="Fundamentals of Beam Design" class="dark_perm">Fundamentals of Beam Design</a><br/>	
The evolution of beam design, in the materials available for use and...<!-- (19.273)-->
	

<a href="http://theconstructor.org/2009/09/fundamentals-of-beam-design-2/" title="Fundamentals of Beam Design" class="dark_perm">Fundamentals of Beam Design</a><br/>	
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<a href="http://theconstructor.org/2009/11/fundamentals-of-beam-design/" title="Fundamentals of Beam Design" class="dark_perm">Fundamentals of Beam Design</a><br/>	
The evolution of beam design, in the materials available for use and...<!-- (19.1111)-->
	

<a href="http://theconstructor.org/2009/10/beam-design-tips-2/" title="Beam Design Tips" class="dark_perm">Beam Design Tips</a><br/>	
The stepwise procedure for beam design is given here. 1. Beam sections...<!-- (11.9622)-->
	

<a href="http://theconstructor.org/2009/10/beam-design-tips/" title="Beam Design Tips" class="dark_perm">Beam Design Tips</a><br/>	
The stepwise procedure for beam design is given here. 1. Beam sections...<!-- (11.961)-->
	
]]></description>
		<wfw:commentRss>http://theconstructor.org/2010/03/beam-characteristics/feed/</wfw:commentRss>
		<slash:comments>0</slash:comments>
		</item>
		<item>
		<title>Portal Frame Design With Example</title>
		<link>http://theconstructor.org/2009/12/portal-frame-design-with-example/</link>
		<comments>http://theconstructor.org/2009/12/portal-frame-design-with-example/#comments</comments>
		<pubDate>Tue, 08 Dec 2009 15:14:47 +0000</pubDate>
		<dc:creator>Gopal Mishra</dc:creator>
				<category><![CDATA[Beam Design]]></category>
		<category><![CDATA[Design]]></category>
		<category><![CDATA[Slabs]]></category>
		<category><![CDATA[Portal Frame]]></category>
		<category><![CDATA[Structural Design]]></category>

		<guid isPermaLink="false">http://theconstructor.org/?p=742</guid>
		<description><![CDATA[Portal Frame Design with Example Design Steps: 1. Design of slabs 2. Preliminary design of beams and columns 3. Analysis 4. Design of beams 5. Design of Columns 6. Design of footings Problem: A portal frame hinged at base has following data: Spacing of portal frames = 4m Height of columns = 4m Distance between [...]

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<a href="http://theconstructor.org/2010/03/analysis-of-moment-resisting-frame-lateral-load-distribution/" title="ANALYSIS OF MOMENT RESISTING FRAME &amp; LATERAL LOAD DISTRIBUTION" class="dark_perm">ANALYSIS OF MOMENT RESISTING FRAME &amp; LATERAL LOAD DISTRIBUTION</a><br/>	
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This was the traditional method of design not only for reinforced concrete,...<!-- (9.01371)-->
	
]]></description>
		<wfw:commentRss>http://theconstructor.org/2009/12/portal-frame-design-with-example/feed/</wfw:commentRss>
		<slash:comments>2</slash:comments>
		</item>
		<item>
		<title>Design of RC Beams for Shear</title>
		<link>http://theconstructor.org/2009/12/design-of-rc-beams-for-shear/</link>
		<comments>http://theconstructor.org/2009/12/design-of-rc-beams-for-shear/#comments</comments>
		<pubDate>Thu, 03 Dec 2009 10:25:28 +0000</pubDate>
		<dc:creator>Gopal Mishra</dc:creator>
				<category><![CDATA[Beam Design]]></category>
		<category><![CDATA[Design]]></category>
		<category><![CDATA[Structural]]></category>
		<category><![CDATA[shear]]></category>
		<category><![CDATA[Structural Design]]></category>

		<guid isPermaLink="false">http://theconstructor.org/?p=714</guid>
		<description><![CDATA[Uncracked Elastic Beam Behavior Look at the shear and bending moment diagrams. The acting shear stress distribution on the beam: The acting stresses distributed across the cross-section. The shear stress acting on the rectangular beam. The equation of the shear stress for a rectangular beam is given as: Note: The maximum 1st moment occurs at [...]

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<a href="http://theconstructor.org/2010/03/cfrp-laminates-for-shear-strengthening-of-concrete-beams/" title="CFRP LAMINATES FOR SHEAR STRENGTHENING OF CONCRETE BEAMS" class="dark_perm">CFRP LAMINATES FOR SHEAR STRENGTHENING OF CONCRETE BEAMS</a><br/>	
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]]></description>
		<wfw:commentRss>http://theconstructor.org/2009/12/design-of-rc-beams-for-shear/feed/</wfw:commentRss>
		<slash:comments>2</slash:comments>
		</item>
		<item>
		<title>Design Principles of Trussed Beams</title>
		<link>http://theconstructor.org/2009/10/design-principles-of-trussed-beams/</link>
		<comments>http://theconstructor.org/2009/10/design-principles-of-trussed-beams/#comments</comments>
		<pubDate>Wed, 07 Oct 2009 18:31:00 +0000</pubDate>
		<dc:creator>Gopal Mishra</dc:creator>
				<category><![CDATA[Beam Design]]></category>
		<category><![CDATA[Steel Structures]]></category>
		<category><![CDATA[Structural]]></category>
		<category><![CDATA[Structures]]></category>
		<category><![CDATA[Trusses]]></category>
		<category><![CDATA[Beam]]></category>

		<guid isPermaLink="false">http://theconstructor.org/2009/10/design-principles-of-trussed-beams/</guid>
		<description><![CDATA[A beam which is stiffened by a system of braces constituting a truss of which the beam is a chord is called as Trussed Beam. Trussed beams are used for mainly for the Industrial buildings where free space requirement are essential for more working areas. The span of truss varies from 10’-0” to 300’-0” depending [...]

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<a href="http://theconstructor.org/2009/10/detailing-of-beams/" title="Detailing of Beams" class="dark_perm">Detailing of Beams</a><br/>	
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<a href="http://theconstructor.org/2009/04/biaxial-bending-and-torsion-of-steel-equal-angle-section-beams/" title="Biaxial Bending and Torsion of Steel Equal Angle Section Beams" class="dark_perm">Biaxial Bending and Torsion of Steel Equal Angle Section Beams</a><br/>	
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<a href="http://theconstructor.org/2009/04/portals-and-trussed-frame-structures-2/" title="Portals and Trussed Frame Structures" class="dark_perm">Portals and Trussed Frame Structures</a><br/>	
Frames: Portal frames are frequently used over the entrance of a bridge...<!-- (12.5873)-->
	
]]></description>
		<wfw:commentRss>http://theconstructor.org/2009/10/design-principles-of-trussed-beams/feed/</wfw:commentRss>
		<slash:comments>0</slash:comments>
		</item>
		<item>
		<title>Design Principles of Trussed Beams</title>
		<link>http://theconstructor.org/2009/10/design-principles-of-trussed-beams-2/</link>
		<comments>http://theconstructor.org/2009/10/design-principles-of-trussed-beams-2/#comments</comments>
		<pubDate>Wed, 07 Oct 2009 18:31:00 +0000</pubDate>
		<dc:creator>Gopal Mishra</dc:creator>
				<category><![CDATA[Beam Design]]></category>
		<category><![CDATA[Steel Structures]]></category>
		<category><![CDATA[Structural]]></category>
		<category><![CDATA[Structures]]></category>
		<category><![CDATA[Trusses]]></category>
		<category><![CDATA[Beam]]></category>

		<guid isPermaLink="false">http://theconstructor.org/2009/10/design-principles-of-trussed-beams-2/</guid>
		<description><![CDATA[A beam which is stiffened by a system of braces constituting a truss of which the beam is a chord is called as Trussed Beam. Trussed beams are used for mainly for the Industrial buildings where free space requirement are essential for more working areas. The span of truss varies from 10’-0” to 300’-0” depending [...]

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<a href="http://theconstructor.org/2009/10/detailing-of-beams/" title="Detailing of Beams" class="dark_perm">Detailing of Beams</a><br/>	
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<a href="http://theconstructor.org/2009/04/portals-and-trussed-frame-structures-2/" title="Portals and Trussed Frame Structures" class="dark_perm">Portals and Trussed Frame Structures</a><br/>	
Frames: Portal frames are frequently used over the entrance of a bridge...<!-- (12.5873)-->
	
]]></description>
		<wfw:commentRss>http://theconstructor.org/2009/10/design-principles-of-trussed-beams-2/feed/</wfw:commentRss>
		<slash:comments>0</slash:comments>
		</item>
		<item>
		<title>Detailing of Beams</title>
		<link>http://theconstructor.org/2009/10/detailing-of-beams/</link>
		<comments>http://theconstructor.org/2009/10/detailing-of-beams/#comments</comments>
		<pubDate>Tue, 06 Oct 2009 06:06:00 +0000</pubDate>
		<dc:creator>Gopal Mishra</dc:creator>
				<category><![CDATA[Beam Design]]></category>
		<category><![CDATA[Structural]]></category>
		<category><![CDATA[Beam]]></category>
		<category><![CDATA[Detailing]]></category>

		<guid isPermaLink="false">http://theconstructor.org/2009/10/detailing-of-beams/</guid>
		<description><![CDATA[Beam carries transverse external loads that cause bending moment, shear forces and in some cases torsion Concrete is strong in compression and very weak in tension. Steel reinforcement is used to take up tensile stresses in reinforced concrete beams. Mild steel bars or Deformed or High yield strength deformed bars (HYSD) are used. HYSD bars [...]

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<a href="http://theconstructor.org/2009/10/detailing-of-transverse-reinforcement-2/" title="Detailing of Transverse Reinforcement" class="dark_perm">Detailing of Transverse Reinforcement</a><br/>	
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<a href="http://theconstructor.org/2009/10/detailing-of-transverse-reinforcement/" title="Detailing of Transverse Reinforcement" class="dark_perm">Detailing of Transverse Reinforcement</a><br/>	
The detailing of reinforcement is as important as the analysis and design...<!-- (13.3118)-->
	

<a href="http://theconstructor.org/2009/04/biaxial-bending-and-torsion-of-steel-equal-angle-section-beams/" title="Biaxial Bending and Torsion of Steel Equal Angle Section Beams" class="dark_perm">Biaxial Bending and Torsion of Steel Equal Angle Section Beams</a><br/>	
Although steel single angle sections are commonly used as beams to support...<!-- (13.274)-->
	

<a href="http://theconstructor.org/2009/12/design-of-rc-beams-for-shear/" title="Design of RC Beams for Shear" class="dark_perm">Design of RC Beams for Shear</a><br/>	
Uncracked Elastic Beam Behavior Look at the shear and bending moment diagrams....<!-- (12.6966)-->
	
]]></description>
		<wfw:commentRss>http://theconstructor.org/2009/10/detailing-of-beams/feed/</wfw:commentRss>
		<slash:comments>0</slash:comments>
		</item>
		<item>
		<title>Fundamentals of Beam Design</title>
		<link>http://theconstructor.org/2009/09/fundamentals-of-beam-design-2/</link>
		<comments>http://theconstructor.org/2009/09/fundamentals-of-beam-design-2/#comments</comments>
		<pubDate>Wed, 16 Sep 2009 13:46:00 +0000</pubDate>
		<dc:creator>Gopal Mishra</dc:creator>
				<category><![CDATA[Beam Design]]></category>
		<category><![CDATA[Design]]></category>
		<category><![CDATA[Structural]]></category>
		<category><![CDATA[Beam]]></category>

		<guid isPermaLink="false">http://theconstructor.org/2009/09/fundamentals-of-beam-design-2/</guid>
		<description><![CDATA[The evolution of beam design, in the materials available for use and advancements in the understanding of their behaviour and physical properties, had made it possible to construct the architectural masterpieces of today. To appreciate these achievements the Engineer must have a fundamental understanding behind the choice of material including beam cross section profile and [...]

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<a href="http://theconstructor.org/2009/09/fundamentals-of-beam-design-3/" title="Fundamentals of Beam Design" class="dark_perm">Fundamentals of Beam Design</a><br/>	
The evolution of beam design, in the materials available for use and...<!-- (29.2002)-->
	

<a href="http://theconstructor.org/2009/11/fundamentals-of-beam-design/" title="Fundamentals of Beam Design" class="dark_perm">Fundamentals of Beam Design</a><br/>	
The evolution of beam design, in the materials available for use and...<!-- (28.0504)-->
	

<a href="http://theconstructor.org/2010/03/beam-characteristics/" title="BEAM CHARACTERISTICS" class="dark_perm">BEAM CHARACTERISTICS</a><br/>	
There are a number of properties of a beam that an Engineer...<!-- (21.7048)-->
	

<a href="http://theconstructor.org/2009/04/design-of-deep-beam-spreadsheet/" title="Design of Deep Beam-Spreadsheet" class="dark_perm">Design of Deep Beam-Spreadsheet</a><br/>	
This spreadsheet is for the design of deep beams. It includes the...<!-- (16.4449)-->
	

<a href="http://theconstructor.org/2009/10/beam-design-tips-2/" title="Beam Design Tips" class="dark_perm">Beam Design Tips</a><br/>	
The stepwise procedure for beam design is given here. 1. Beam sections...<!-- (12.911)-->
	
]]></description>
		<wfw:commentRss>http://theconstructor.org/2009/09/fundamentals-of-beam-design-2/feed/</wfw:commentRss>
		<slash:comments>0</slash:comments>
		</item>
		<item>
		<title>Fundamentals of Beam Design</title>
		<link>http://theconstructor.org/2009/09/fundamentals-of-beam-design-3/</link>
		<comments>http://theconstructor.org/2009/09/fundamentals-of-beam-design-3/#comments</comments>
		<pubDate>Wed, 16 Sep 2009 13:46:00 +0000</pubDate>
		<dc:creator>Gopal Mishra</dc:creator>
				<category><![CDATA[Beam Design]]></category>
		<category><![CDATA[Design]]></category>
		<category><![CDATA[Structural]]></category>
		<category><![CDATA[Beam]]></category>

		<guid isPermaLink="false">http://theconstructor.org/2009/09/fundamentals-of-beam-design-3/</guid>
		<description><![CDATA[The evolution of beam design, in the materials available for use and advancements in the understanding of their behaviour and physical properties, had made it possible to construct the architectural masterpieces of today. To appreciate these achievements the Engineer must have a fundamental understanding behind the choice of material including beam cross section profile and [...]

<h3>Related Posts</h3>



	

<a href="http://theconstructor.org/2009/09/fundamentals-of-beam-design-2/" title="Fundamentals of Beam Design" class="dark_perm">Fundamentals of Beam Design</a><br/>	
The evolution of beam design, in the materials available for use and...<!-- (29.2002)-->
	

<a href="http://theconstructor.org/2009/11/fundamentals-of-beam-design/" title="Fundamentals of Beam Design" class="dark_perm">Fundamentals of Beam Design</a><br/>	
The evolution of beam design, in the materials available for use and...<!-- (28.0504)-->
	

<a href="http://theconstructor.org/2010/03/beam-characteristics/" title="BEAM CHARACTERISTICS" class="dark_perm">BEAM CHARACTERISTICS</a><br/>	
There are a number of properties of a beam that an Engineer...<!-- (21.7048)-->
	

<a href="http://theconstructor.org/2009/04/design-of-deep-beam-spreadsheet/" title="Design of Deep Beam-Spreadsheet" class="dark_perm">Design of Deep Beam-Spreadsheet</a><br/>	
This spreadsheet is for the design of deep beams. It includes the...<!-- (16.4449)-->
	

<a href="http://theconstructor.org/2009/10/beam-design-tips-2/" title="Beam Design Tips" class="dark_perm">Beam Design Tips</a><br/>	
The stepwise procedure for beam design is given here. 1. Beam sections...<!-- (12.911)-->
	
]]></description>
		<wfw:commentRss>http://theconstructor.org/2009/09/fundamentals-of-beam-design-3/feed/</wfw:commentRss>
		<slash:comments>0</slash:comments>
		</item>
		<item>
		<title>Biaxial Bending and Torsion of Steel Equal Angle Section Beams</title>
		<link>http://theconstructor.org/2009/04/biaxial-bending-and-torsion-of-steel-equal-angle-section-beams/</link>
		<comments>http://theconstructor.org/2009/04/biaxial-bending-and-torsion-of-steel-equal-angle-section-beams/#comments</comments>
		<pubDate>Fri, 10 Apr 2009 14:01:00 +0000</pubDate>
		<dc:creator>Gopal Mishra</dc:creator>
				<category><![CDATA[Beam Design]]></category>
		<category><![CDATA[Structural]]></category>
		<category><![CDATA[Beam]]></category>

		<guid isPermaLink="false">http://theconstructor.org/2009/04/biaxial-bending-and-torsion-of-steel-equal-angle-section-beams/</guid>
		<description><![CDATA[Although steel single angle sections are commonly used as beams to support distributed loads which cause biaxial bending and torsion, their behaviour may be extremely complicated, and the accurate prediction of their strengths very difficult. Further, many design codes do not have design rules for torsion, while some recommendations are unnecessarily conservative, or are of [...]

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<a href="http://theconstructor.org/2009/04/design-of-reinforced-concrete-columns-bending-shear-torsion/" title="Design of Reinforced Concrete Columns-Bending, Shear, Torsion" class="dark_perm">Design of Reinforced Concrete Columns-Bending, Shear, Torsion</a><br/>	
Here you will find design steps of long columns, short columns based...<!-- (17.7604)-->
	

<a href="http://theconstructor.org/2009/10/cold-formedlight-guage-steel-section-design/" title="Cold Formed/Light Guage Steel Section- Design" class="dark_perm">Cold Formed/Light Guage Steel Section- Design</a><br/>	
The manufacturing processes have been significantly developed and different shapes of sheeting...<!-- (15.8407)-->
	

<a href="http://theconstructor.org/2009/10/detailing-of-beams/" title="Detailing of Beams" class="dark_perm">Detailing of Beams</a><br/>	
Beam carries transverse external loads that cause bending moment, shear forces and...<!-- (13.1317)-->
	

<a href="http://theconstructor.org/2009/04/statics-of-bending-shear-and-bending-moment-diagrams/" title="Statics of Bending: Shear and Bending Moment Diagrams" class="dark_perm">Statics of Bending: Shear and Bending Moment Diagrams</a><br/>	
Beams are long and slender structural elements, differing from truss elements in...<!-- (12.3069)-->
	

<a href="http://theconstructor.org/2009/10/design-principles-of-trussed-beams-2/" title="Design Principles of Trussed Beams" class="dark_perm">Design Principles of Trussed Beams</a><br/>	
A beam which is stiffened by a system of braces constituting a...<!-- (11.6561)-->
	
]]></description>
		<wfw:commentRss>http://theconstructor.org/2009/04/biaxial-bending-and-torsion-of-steel-equal-angle-section-beams/feed/</wfw:commentRss>
		<slash:comments>0</slash:comments>
		</item>
		<item>
		<title>Design of Deep Beam-Spreadsheet</title>
		<link>http://theconstructor.org/2009/04/design-of-deep-beam-spreadsheet/</link>
		<comments>http://theconstructor.org/2009/04/design-of-deep-beam-spreadsheet/#comments</comments>
		<pubDate>Sun, 05 Apr 2009 10:42:00 +0000</pubDate>
		<dc:creator>Gopal Mishra</dc:creator>
				<category><![CDATA[Beam Design]]></category>
		<category><![CDATA[Design]]></category>
		<category><![CDATA[Structural]]></category>
		<category><![CDATA[Beam]]></category>
		<category><![CDATA[Spreadsheets]]></category>

		<guid isPermaLink="false">http://theconstructor.org/2009/04/design-of-deep-beam-spreadsheet/</guid>
		<description><![CDATA[This spreadsheet is for the design of deep beams. It includes the following design steps:Design for area of steel for continuous/fixed deep beam &#8211; limit state designCheck for deep beam action, minimum thick.of beam to prevent buckling w.r.t span and depthDesign for area of steel for continuous/fixed deep beam &#8211; working stress designDesign for area [...]

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<a href="http://theconstructor.org/2009/04/spreadsheet-bis-code-of-practice/" title="Spreadsheet-BIS Code of Practice" class="dark_perm">Spreadsheet-BIS Code of Practice</a><br/>	
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<a href="http://theconstructor.org/2009/09/fundamentals-of-beam-design-3/" title="Fundamentals of Beam Design" class="dark_perm">Fundamentals of Beam Design</a><br/>	
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<a href="http://theconstructor.org/2009/09/fundamentals-of-beam-design-2/" title="Fundamentals of Beam Design" class="dark_perm">Fundamentals of Beam Design</a><br/>	
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<a href="http://theconstructor.org/2009/11/fundamentals-of-beam-design/" title="Fundamentals of Beam Design" class="dark_perm">Fundamentals of Beam Design</a><br/>	
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<a href="http://theconstructor.org/2009/04/civil-engineering-spreadsheets/" title="Civil Engineering Spreadsheets" class="dark_perm">Civil Engineering Spreadsheets</a><br/>	
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]]></description>
		<wfw:commentRss>http://theconstructor.org/2009/04/design-of-deep-beam-spreadsheet/feed/</wfw:commentRss>
		<slash:comments>0</slash:comments>
		</item>
	</channel>
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