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	<title>The Column</title>
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	<link>http://northyard.wordpress.com</link>
	<description>Might Be A Crazy Life but Worth To Go Through</description>
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		<title>The Column</title>
		<link>http://northyard.wordpress.com</link>
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		<item>
		<title>Lifting Analysis (1) &#8211; Load Cases</title>
		<link>http://northyard.wordpress.com/2012/04/04/lifting-analysis-1-load-cases/</link>
		<comments>http://northyard.wordpress.com/2012/04/04/lifting-analysis-1-load-cases/#comments</comments>
		<pubDate>Wed, 04 Apr 2012 03:37:41 +0000</pubDate>
		<dc:creator>[Wan]</dc:creator>
				<category><![CDATA[Engineering Stuff]]></category>
		<category><![CDATA[Consideration]]></category>
		<category><![CDATA[Engineering]]></category>
		<category><![CDATA[Lifting]]></category>
		<category><![CDATA[Lifting Analysis]]></category>
		<category><![CDATA[Load Cases]]></category>
		<category><![CDATA[Loadings]]></category>
		<category><![CDATA[Rigging]]></category>
		<category><![CDATA[Rigging Gear]]></category>

		<guid isPermaLink="false">http://northyard.wordpress.com/?p=192</guid>
		<description><![CDATA[Beberapa load case di bawah ini perlu dipertimbangkan ketika menganalisa metode pengangkatan (lifting) struktur baik onshore maupun offshore. Load case dasar tentu saja, “NO COG SHIFT”. Semua beban mati (DEAD LOAD), beban hidup (LIVE LOAD), juga kondisi lingkungan (ENVIRONMENTAL LOAD), juga beban cadangan (CONTINGENCY LOAD), telah didistribusikan pada struktur, diberikan combination factor sesuai code. Kemudian [...]<img alt="" border="0" src="http://stats.wordpress.com/b.gif?host=northyard.wordpress.com&#038;blog=13922688&#038;post=192&#038;subd=northyard&#038;ref=&#038;feed=1" width="1" height="1" />]]></description>
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		<slash:comments>0</slash:comments>
	
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			<media:title type="html">wtofani</media:title>
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		<media:content url="http://northyard.files.wordpress.com/2012/04/cog-envelope-concept1.jpg" medium="image">
			<media:title type="html">COG-envelope-concept</media:title>
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	</item>
		<item>
		<title>Through Thickness Properties</title>
		<link>http://northyard.wordpress.com/2012/03/15/through-thickness-properties/</link>
		<comments>http://northyard.wordpress.com/2012/03/15/through-thickness-properties/#comments</comments>
		<pubDate>Thu, 15 Mar 2012 02:00:13 +0000</pubDate>
		<dc:creator>[Wan]</dc:creator>
				<category><![CDATA[Materials]]></category>
		<category><![CDATA[Connections]]></category>
		<category><![CDATA[Engineering]]></category>
		<category><![CDATA[Plate]]></category>
		<category><![CDATA[Steel Plate]]></category>
		<category><![CDATA[Steel Structure]]></category>
		<category><![CDATA[Structure]]></category>
		<category><![CDATA[Through Thickness Property]]></category>

		<guid isPermaLink="false">http://northyard.wordpress.com/?p=190</guid>
		<description><![CDATA[Kutipan menarik dari General Specification dari TOTAL tentang Through Thickness Properties<img alt="" border="0" src="http://stats.wordpress.com/b.gif?host=northyard.wordpress.com&#038;blog=13922688&#038;post=190&#038;subd=northyard&#038;ref=&#038;feed=1" width="1" height="1" />]]></description>
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		<slash:comments>1</slash:comments>
	
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			<media:title type="html">wtofani</media:title>
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	</item>
		<item>
		<title>Koreksi Kapasitas Shackle</title>
		<link>http://northyard.wordpress.com/2012/03/08/koreksi-kapasitas-shackle/</link>
		<comments>http://northyard.wordpress.com/2012/03/08/koreksi-kapasitas-shackle/#comments</comments>
		<pubDate>Thu, 08 Mar 2012 08:46:51 +0000</pubDate>
		<dc:creator>[Wan]</dc:creator>
				<category><![CDATA[Engineering Stuff]]></category>
		<category><![CDATA[Consideration]]></category>
		<category><![CDATA[Engineering]]></category>
		<category><![CDATA[Fabrication]]></category>
		<category><![CDATA[Rigging]]></category>
		<category><![CDATA[Rigging Gear]]></category>
		<category><![CDATA[Structure]]></category>

		<guid isPermaLink="false">http://northyard.wordpress.com/?p=178</guid>
		<description><![CDATA[Ternyata shackle harus direduksi working loadnya jika (1) ada side loading (pembebanan dari arah sumbu lemahnya), (2) ada point loading (3) kondisi ekstrim. Berapa faktornya? Simak berikut ini...<img alt="" border="0" src="http://stats.wordpress.com/b.gif?host=northyard.wordpress.com&#038;blog=13922688&#038;post=178&#038;subd=northyard&#038;ref=&#038;feed=1" width="1" height="1" />]]></description>
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		<slash:comments>0</slash:comments>
	
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			<media:title type="html">CrosbyShackleReduction02</media:title>
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			<media:title type="html">wtofani</media:title>
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		<media:content url="http://northyard.files.wordpress.com/2012/03/shackleuse01.jpg" medium="image">
			<media:title type="html">ShackleUse01</media:title>
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		<media:content url="http://northyard.files.wordpress.com/2012/03/shacklereduction02.jpg" medium="image">
			<media:title type="html">ShackleReduction02</media:title>
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		<media:content url="http://northyard.files.wordpress.com/2012/03/crosbyshacklereduction02.jpg" medium="image">
			<media:title type="html">CrosbyShackleReduction02</media:title>
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		<media:content url="http://northyard.files.wordpress.com/2012/03/pointloadingshackle032.jpg" medium="image">
			<media:title type="html">PointLoadingShackle03</media:title>
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		<media:content url="http://northyard.files.wordpress.com/2012/03/greenpinreduction04.jpg" medium="image">
			<media:title type="html">GreenPinReduction04</media:title>
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	</item>
		<item>
		<title>Balau Compression Strength &#8211; Testing Consideration</title>
		<link>http://northyard.wordpress.com/2012/02/14/balau-compression-strength-testing-consideration/</link>
		<comments>http://northyard.wordpress.com/2012/02/14/balau-compression-strength-testing-consideration/#comments</comments>
		<pubDate>Tue, 14 Feb 2012 01:16:48 +0000</pubDate>
		<dc:creator>[Wan]</dc:creator>
				<category><![CDATA[Materials]]></category>
		<category><![CDATA[Quality]]></category>
		<category><![CDATA[Consideration]]></category>
		<category><![CDATA[Construction]]></category>
		<category><![CDATA[Engineering]]></category>
		<category><![CDATA[Inspection]]></category>
		<category><![CDATA[Procurement]]></category>
		<category><![CDATA[Testing]]></category>
		<category><![CDATA[Timber]]></category>
		<category><![CDATA[Timber Runner]]></category>

		<guid isPermaLink="false">http://northyard.wordpress.com/?p=167</guid>
		<description><![CDATA[Balau Compression Strength - Testing Consideration
This testing was challenging because its heterogenous mechanical properties, unique requirement, and rarity of quantity. Plus need to achieve within project schedule &#38; budget.<img alt="" border="0" src="http://stats.wordpress.com/b.gif?host=northyard.wordpress.com&#038;blog=13922688&#038;post=167&#038;subd=northyard&#038;ref=&#038;feed=1" width="1" height="1" />]]></description>
		<wfw:commentRss>http://northyard.wordpress.com/2012/02/14/balau-compression-strength-testing-consideration/feed/</wfw:commentRss>
		<slash:comments>0</slash:comments>
	
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			<media:title type="html">wtofani</media:title>
		</media:content>

		<media:content url="http://northyard.files.wordpress.com/2012/02/table14-bs5268x.jpg" medium="image">
			<media:title type="html">Table14-BS5268x</media:title>
		</media:content>

		<media:content url="http://northyard.files.wordpress.com/2012/02/crushtest01.jpg" medium="image">
			<media:title type="html">CrushTest01</media:title>
		</media:content>

		<media:content url="http://northyard.files.wordpress.com/2012/02/launch-runner-assembly-pre-test.jpg" medium="image">
			<media:title type="html">launch runner assembly pre-test</media:title>
		</media:content>
	</item>
		<item>
		<title>How to Measure Perpendicularity of Tubulars</title>
		<link>http://northyard.wordpress.com/2011/10/13/how-to-measure-perpendicularity-of-tubulars/</link>
		<comments>http://northyard.wordpress.com/2011/10/13/how-to-measure-perpendicularity-of-tubulars/#comments</comments>
		<pubDate>Thu, 13 Oct 2011 08:54:04 +0000</pubDate>
		<dc:creator>[Wan]</dc:creator>
				<category><![CDATA[Construction]]></category>
		<category><![CDATA[Centerlines]]></category>
		<category><![CDATA[Circularity]]></category>
		<category><![CDATA[Dimensional Tolerance]]></category>
		<category><![CDATA[Engineering]]></category>
		<category><![CDATA[Fabrication]]></category>
		<category><![CDATA[Perpendicularity]]></category>
		<category><![CDATA[Tubulars]]></category>

		<guid isPermaLink="false">http://northyard.wordpress.com/?p=161</guid>
		<description><![CDATA[Let’s start with basic dimensional controlling. How to measure Perpendicularity of Tubulars. First, we have to specify the reference length between 2 circles or rings. Then, continue with defining circularity dan centerline of each circle. The surveyor will put reflector prism on any points (8 points per circle) inside the tubular shell. Refer to Construction Specification [...]<img alt="" border="0" src="http://stats.wordpress.com/b.gif?host=northyard.wordpress.com&#038;blog=13922688&#038;post=161&#038;subd=northyard&#038;ref=&#038;feed=1" width="1" height="1" />]]></description>
		<wfw:commentRss>http://northyard.wordpress.com/2011/10/13/how-to-measure-perpendicularity-of-tubulars/feed/</wfw:commentRss>
		<slash:comments>0</slash:comments>
	
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			<media:title type="html">wtofani</media:title>
		</media:content>

		<media:content url="http://northyard.files.wordpress.com/2011/10/perpendicularityilustration.jpg" medium="image">
			<media:title type="html">PerpendicularityIlustration</media:title>
		</media:content>
	</item>
		<item>
		<title>Mencari Titik Berat Steel Cone</title>
		<link>http://northyard.wordpress.com/2011/09/12/mencari-titik-berat-stell-cone/</link>
		<comments>http://northyard.wordpress.com/2011/09/12/mencari-titik-berat-stell-cone/#comments</comments>
		<pubDate>Mon, 12 Sep 2011 09:22:43 +0000</pubDate>
		<dc:creator>[Wan]</dc:creator>
				<category><![CDATA[Construction]]></category>
		<category><![CDATA[Engineering Stuff]]></category>
		<category><![CDATA[Center of Gravity]]></category>
		<category><![CDATA[COG]]></category>
		<category><![CDATA[Engineering]]></category>
		<category><![CDATA[Fabrication]]></category>
		<category><![CDATA[Formula]]></category>
		<category><![CDATA[Structure]]></category>
		<category><![CDATA[Weight]]></category>

		<guid isPermaLink="false">http://northyard.wordpress.com/?p=153</guid>
		<description><![CDATA[Flip over dari cone ini yang berbahaya jika tidak diantisipasi dengan benar. Single lifting point yang tidak sejajar dengan COG akan menimbulkan overturning yang cepat (semakin cepat jika beban &#38; lengan momen semakin besar), tidak terprediksi dan berpotensi menimbulkan kecelakaan. <img alt="" border="0" src="http://stats.wordpress.com/b.gif?host=northyard.wordpress.com&#038;blog=13922688&#038;post=153&#038;subd=northyard&#038;ref=&#038;feed=1" width="1" height="1" />]]></description>
		<wfw:commentRss>http://northyard.wordpress.com/2011/09/12/mencari-titik-berat-stell-cone/feed/</wfw:commentRss>
		<slash:comments>0</slash:comments>
	
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			<media:title type="html">wtofani</media:title>
		</media:content>

		<media:content url="http://northyard.files.wordpress.com/2011/09/conical-frustrum2.jpg?w=298" medium="image">
			<media:title type="html">Conical Frustrum2</media:title>
		</media:content>

		<media:content url="http://northyard.files.wordpress.com/2011/09/conical-frustrum1.jpg?w=298" medium="image">
			<media:title type="html">Conical Frustrum1</media:title>
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	</item>
		<item>
		<title>Grand Canyon 6A Topside Removal Photos</title>
		<link>http://northyard.wordpress.com/2011/09/05/grand-canyon-6a-topside-removal-photos/</link>
		<comments>http://northyard.wordpress.com/2011/09/05/grand-canyon-6a-topside-removal-photos/#comments</comments>
		<pubDate>Mon, 05 Sep 2011 02:32:38 +0000</pubDate>
		<dc:creator>caktopan</dc:creator>
				<category><![CDATA[Construction]]></category>
		<category><![CDATA[News]]></category>
		<category><![CDATA[Grand Canyon]]></category>
		<category><![CDATA[Installation]]></category>
		<category><![CDATA[Offshore]]></category>
		<category><![CDATA[Offshore Operation]]></category>
		<category><![CDATA[Offshore Structure]]></category>
		<category><![CDATA[Topside]]></category>
		<category><![CDATA[Topside Platform]]></category>
		<category><![CDATA[Topside Removal]]></category>

		<guid isPermaLink="false">http://northyard.wordpress.com/?p=132</guid>
		<description><![CDATA[It&#8217;s an interesting mail came from old friend. This is how topside platform to be removed. I hope by publishing this onto the blog not violating the copyright from the photographer or respective parties of the operation. If so, I&#8217;m happy to delete it. &#160; Filed under: Construction, News Tagged: Grand Canyon, Installation, Offshore, Offshore [...]<img alt="" border="0" src="http://stats.wordpress.com/b.gif?host=northyard.wordpress.com&#038;blog=13922688&#038;post=132&#038;subd=northyard&#038;ref=&#038;feed=1" width="1" height="1" />]]></description>
		<wfw:commentRss>http://northyard.wordpress.com/2011/09/05/grand-canyon-6a-topside-removal-photos/feed/</wfw:commentRss>
		<slash:comments>0</slash:comments>
		<georss:point>1.154034 104.026794</georss:point>
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			<media:title type="html">caktopan</media:title>
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			<media:title type="html">image012</media:title>
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			<media:title type="html">image013</media:title>
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			<media:title type="html">image014</media:title>
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			<media:title type="html">image015</media:title>
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			<media:title type="html">image016</media:title>
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			<media:title type="html">image017</media:title>
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			<media:title type="html">image018</media:title>
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	</item>
		<item>
		<title>Padeye Design (0) &#8211; Design Basis</title>
		<link>http://northyard.wordpress.com/2011/06/21/padeye-design-0-design-basis/</link>
		<comments>http://northyard.wordpress.com/2011/06/21/padeye-design-0-design-basis/#comments</comments>
		<pubDate>Tue, 21 Jun 2011 08:35:41 +0000</pubDate>
		<dc:creator>[Wan]</dc:creator>
				<category><![CDATA[Engineering Stuff]]></category>
		<category><![CDATA[Padeye Design]]></category>
		<category><![CDATA[Construction]]></category>
		<category><![CDATA[Design]]></category>
		<category><![CDATA[Engineering]]></category>
		<category><![CDATA[Padeye]]></category>
		<category><![CDATA[Steel Structure]]></category>
		<category><![CDATA[Structure]]></category>
		<category><![CDATA[Welding]]></category>

		<guid isPermaLink="false">http://northyard.wordpress.com/?p=122</guid>
		<description><![CDATA[Although it’s simple and tiny structure, but has critical function, comprehensive analysis shall be done. Just imagine big heavy structure during lifting is just relying on weld connection of padeye, padeye itself and rigging gears. It gives you some idea how critical this item.<img alt="" border="0" src="http://stats.wordpress.com/b.gif?host=northyard.wordpress.com&#038;blog=13922688&#038;post=122&#038;subd=northyard&#038;ref=&#038;feed=1" width="1" height="1" />]]></description>
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		<slash:comments>0</slash:comments>
	
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			<media:title type="html">wtofani</media:title>
		</media:content>

		<media:content url="http://northyard.files.wordpress.com/2011/06/my-ebook-1.jpg?w=300" medium="image">
			<media:title type="html">Padeye Sketch</media:title>
		</media:content>
	</item>
		<item>
		<title>Stunning Time Lapse Video Of China Completing 15 Story Hotel In 6 Days</title>
		<link>http://northyard.wordpress.com/2011/06/18/stunning-time-lapse-video-of-china-completing-15-story-hotel-in-6-days/</link>
		<comments>http://northyard.wordpress.com/2011/06/18/stunning-time-lapse-video-of-china-completing-15-story-hotel-in-6-days/#comments</comments>
		<pubDate>Sat, 18 Jun 2011 03:31:03 +0000</pubDate>
		<dc:creator>[Wan]</dc:creator>
				<category><![CDATA[Construction]]></category>
		<category><![CDATA[News]]></category>
		<category><![CDATA[Building]]></category>
		<category><![CDATA[Concrete]]></category>
		<category><![CDATA[Construction Method]]></category>
		<category><![CDATA[Construction Sequence]]></category>
		<category><![CDATA[Prefabricated Concrete]]></category>
		<category><![CDATA[Structure]]></category>
		<category><![CDATA[Time Lapse]]></category>

		<guid isPermaLink="false">http://northyard.wordpress.com/?p=116</guid>
		<description><![CDATA[Stunning Time Lapse Video Of China Completing 15 Story Hotel In 6 Days<img alt="" border="0" src="http://stats.wordpress.com/b.gif?host=northyard.wordpress.com&#038;blog=13922688&#038;post=116&#038;subd=northyard&#038;ref=&#038;feed=1" width="1" height="1" />]]></description>
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		<title>Konfigurasi &#8220;Compartment Openings&#8221; dan Tahapannya</title>
		<link>http://northyard.wordpress.com/2011/04/25/konfigurasi-compartment-openings-dan-tahapannya/</link>
		<comments>http://northyard.wordpress.com/2011/04/25/konfigurasi-compartment-openings-dan-tahapannya/#comments</comments>
		<pubDate>Mon, 25 Apr 2011 09:24:31 +0000</pubDate>
		<dc:creator>caktopan</dc:creator>
				<category><![CDATA[Construcability]]></category>
		<category><![CDATA[Bulkhead]]></category>
		<category><![CDATA[Confined Space]]></category>
		<category><![CDATA[Consideration]]></category>
		<category><![CDATA[Construction Sequence]]></category>
		<category><![CDATA[Fabrication]]></category>
		<category><![CDATA[Jacket Leg]]></category>
		<category><![CDATA[Manhole]]></category>
		<category><![CDATA[Opening]]></category>
		<category><![CDATA[Reinstatement]]></category>
		<category><![CDATA[Structure]]></category>
		<category><![CDATA[Welding]]></category>

		<guid isPermaLink="false">http://northyard.wordpress.com/?p=108</guid>
		<description><![CDATA[Pelajari kemungkinan konfigurasi yang paling buruk dan yang paling efisien untuk "Compartment Openings".<img alt="" border="0" src="http://stats.wordpress.com/b.gif?host=northyard.wordpress.com&#038;blog=13922688&#038;post=108&#038;subd=northyard&#038;ref=&#038;feed=1" width="1" height="1" />]]></description>
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			<media:title type="html">caktopan</media:title>
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