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<?xml-stylesheet type="text/xsl" media="screen" href="/~d/styles/rss2enclosuresfull.xsl"?><?xml-stylesheet type="text/css" media="screen" href="http://feeds.feedburner.com/~d/styles/itemcontent.css"?><rss xmlns:media="http://search.yahoo.com/mrss/" xmlns:itunes="http://www.itunes.com/dtds/podcast-1.0.dtd" xmlns:geo="http://www.w3.org/2003/01/geo/wgs84_pos#" xmlns:creativeCommons="http://backend.userland.com/creativeCommonsRssModule" xmlns:feedburner="http://rssnamespace.org/feedburner/ext/1.0" version="2.0"><channel><title>Civil Engineering Community</title><link>http://feri82.blogspot.com/</link><atom10:link xmlns:atom10="http://www.w3.org/2005/Atom" rel="self" type="application/rss+xml" href="http://feeds.feedburner.com/CivilEngineeringComunity" /><description>Places for News and Discussion all about Civil Engineering</description><language>en</language><managingEditor>noreply@blogger.com (Feri Noviantoro)</managingEditor><lastBuildDate>Mon, 30 Jan 2012 15:50:37 PST</lastBuildDate><generator>Blogger</generator><atom:id xmlns:atom="http://www.w3.org/2005/Atom">tag:blogger.com,1999:blog-5474328629514721489</atom:id><openSearch:totalResults xmlns:openSearch="http://a9.com/-/spec/opensearch/1.1/">51</openSearch:totalResults><openSearch:startIndex xmlns:openSearch="http://a9.com/-/spec/opensearch/1.1/">1</openSearch:startIndex><openSearch:itemsPerPage xmlns:openSearch="http://a9.com/-/spec/opensearch/1.1/">25</openSearch:itemsPerPage><atom10:link xmlns:atom10="http://www.w3.org/2005/Atom" rel="self" type="application/rss+xml" href="http://feeds.feedburner.com/CivilEngineeringComunity" /><feedburner:info uri="civilengineeringcomunity" /><atom10:link xmlns:atom10="http://www.w3.org/2005/Atom" rel="hub" href="http://pubsubhubbub.appspot.com/" /><itunes:owner><itunes:email>noreply@blogger.com</itunes:email></itunes:owner><itunes:explicit>yes</itunes:explicit><itunes:subtitle>Places for News and Discussion all about Civil Engineering</itunes:subtitle><geo:lat>60.80000</geo:lat><geo:long>106.4500</geo:long><creativeCommons:license>http://creativecommons.org/licenses/by-sa/3.0/</creativeCommons:license><image><link>http://creativecommons.org/licenses/by-sa/3.0/</link><url>http://creativecommons.org/images/public/somerights20.gif</url><title>Some Rights Reserved</title></image><feedburner:emailServiceId>CivilEngineeringComunity</feedburner:emailServiceId><feedburner:feedburnerHostname>http://feedburner.google.com</feedburner:feedburnerHostname><item><title>Peraturan Pembebanan Indonesia untuk Gedung</title><link>http://feedproxy.google.com/~r/CivilEngineeringComunity/~3/cNAj-IEuwl4/peraturan-pembebanan-indonesia-untuk.html</link><category>Teknik Sipil</category><author>noreply@blogger.com (Feri Noviantoro)</author><pubDate>Wed, 06 Oct 2010 07:27:00 PDT</pubDate><guid isPermaLink="false">tag:blogger.com,1999:blog-5474328629514721489.post-472874925055690097</guid><atom:updated xmlns:atom="http://www.w3.org/2005/Atom">2010-10-06T22:27:44.961+08:00</atom:updated><thr:total xmlns:thr="http://purl.org/syndication/thread/1.0">1</thr:total><description>Berikut ini adalah rangkuman yang ada didalam peraturan pembebanan gedung di Indonesia.



Kombinasi Pembebanan :      

- Pembebanan Tetap &amp;nbsp; &amp;nbsp; &amp;nbsp; &amp;nbsp; &amp;nbsp;: M + H     

- Pembebanan Sementara &amp;nbsp;: M + H + A     

&amp;nbsp;&amp;nbsp;...&lt;br/&gt;
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Mengucapkan :

"SELAMAT HARI RAYA IDUL FITRI"1 Syawal 1431 HMohon Maaf Lahir dan Batin

Semoga Allah menerima (puasa) kita&amp;nbsp;dan menjadikan kita kembali&amp;nbsp;(dalam keadaan suci)&amp;nbsp;dan termasuk orang -...&lt;br/&gt;
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&lt;/div&gt;&lt;img src="http://feeds.feedburner.com/~r/CivilEngineeringComunity/~4/TiTgFMSaUKQ" height="1" width="1"/&gt;</description><feedburner:origLink>http://feri82.blogspot.com/2010/09/selamat-idul-fitri-1431h.html</feedburner:origLink></item><item><title>Manajemen Proyek dan Manajemen Konstruksi (1)</title><link>http://feedproxy.google.com/~r/CivilEngineeringComunity/~3/0cKRQXbHcLo/manajemen-proyek-dan-manajemen.html</link><category>Teknik Sipil</category><author>noreply@blogger.com (Feri Noviantoro)</author><pubDate>Fri, 20 Aug 2010 21:21:00 PDT</pubDate><guid isPermaLink="false">tag:blogger.com,1999:blog-5474328629514721489.post-579582314622927478</guid><atom:updated xmlns:atom="http://www.w3.org/2005/Atom">2010-08-21T12:21:30.687+08:00</atom:updated><media:thumbnail url="http://1.bp.blogspot.com/_2D58Nm7SdN0/TG9AbmnOGEI/AAAAAAAAAVU/xaNK5eKIBx4/s72-c/Manajemen+Proyek+ico.jpg" height="72" width="72" /><thr:total xmlns:thr="http://purl.org/syndication/thread/1.0">0</thr:total><description>Manajemen Proyek dan Manajemen Konstruksi,&amp;nbsp;Banyak sekali definisinya yang beredar tentangnya, tetapi&amp;nbsp;akan saya coba menyederhanakan beberapa definisi yang baku tentang Manajemen Proyek dan Manajemen Konstruksi :

Manajemen Proyek

Cara...&lt;br/&gt;
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&lt;/div&gt;&lt;img src="http://feeds.feedburner.com/~r/CivilEngineeringComunity/~4/0cKRQXbHcLo" height="1" width="1"/&gt;</description><feedburner:origLink>http://feri82.blogspot.com/2010/08/manajemen-proyek-dan-manajemen.html</feedburner:origLink></item><item><title>Tutorial SAP2000 for Oil and Gas</title><link>http://feedproxy.google.com/~r/CivilEngineeringComunity/~3/JE5rm5kIQ9A/tutorial-sap2000-for-oil-and-gas.html</link><category>Software</category><author>noreply@blogger.com (Feri Noviantoro)</author><pubDate>Sat, 07 Aug 2010 19:42:00 PDT</pubDate><guid isPermaLink="false">tag:blogger.com,1999:blog-5474328629514721489.post-3725026897785717933</guid><atom:updated xmlns:atom="http://www.w3.org/2005/Atom">2010-09-15T19:57:43.279+08:00</atom:updated><media:thumbnail url="http://3.bp.blogspot.com/_2D58Nm7SdN0/TF4TCFAAghI/AAAAAAAAAU0/ScZHVv77TL8/s72-c/main.jpg" height="72" width="72" /><thr:total xmlns:thr="http://purl.org/syndication/thread/1.0">0</thr:total><description>Apa kabar teman – teman Engineering? bagaiman proses pembelajaran Anda semua? sukses semua kan? ok lah, lama sekali rasanya ya saya tidak publish artikel diblog ini, tetapi saya yakin artikel kali ini bisa mengobati kekosongan materi beberapa waktu...&lt;br/&gt;
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&lt;/div&gt;&lt;img src="http://feeds.feedburner.com/~r/CivilEngineeringComunity/~4/JE5rm5kIQ9A" height="1" width="1"/&gt;</description><feedburner:origLink>http://feri82.blogspot.com/2010/08/tutorial-sap2000-for-oil-and-gas.html</feedburner:origLink></item><item><title>Tutorial SAP 2000 (bag.2)</title><link>http://feedproxy.google.com/~r/CivilEngineeringComunity/~3/wm4cZvvYWSU/tutorial-sap-2000-bag2.html</link><category>Software</category><category>Teknik Sipil</category><author>noreply@blogger.com (Feri Noviantoro)</author><pubDate>Tue, 02 Mar 2010 00:51:00 PST</pubDate><guid isPermaLink="false">tag:blogger.com,1999:blog-5474328629514721489.post-1344220140556074003</guid><atom:updated xmlns:atom="http://www.w3.org/2005/Atom">2010-09-15T20:11:38.349+08:00</atom:updated><media:thumbnail url="http://4.bp.blogspot.com/_2D58Nm7SdN0/S4zMgfp_fSI/AAAAAAAAAUQ/aNJH6zja0xM/s72-c/mhtuo8.jpg" height="72" width="72" /><thr:total xmlns:thr="http://purl.org/syndication/thread/1.0">0</thr:total><description>Program SAP2000 dibuat untuk menghitung sebuah struktur dengan mendukung berbagai desain kode untuk otomatisasi desain struktur beton, baja serta material yang lain secara nasional dan internasional terbaru. Seperti yang sudah saya jelaskan di...&lt;br/&gt;
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&lt;/div&gt;&lt;img src="http://feeds.feedburner.com/~r/CivilEngineeringComunity/~4/wm4cZvvYWSU" height="1" width="1"/&gt;</description><feedburner:origLink>http://feri82.blogspot.com/2010/03/tutorial-sap-2000-bag2.html</feedburner:origLink></item><item><title>Kumpulan Artikel Teknik Sipil (2)</title><link>http://feedproxy.google.com/~r/CivilEngineeringComunity/~3/X3J5ZTYBHKo/kumpulan-artikel-teknik-sipil-2.html</link><category>Teknik Sipil</category><author>noreply@blogger.com (Feri Noviantoro)</author><pubDate>Wed, 03 Feb 2010 00:57:00 PST</pubDate><guid isPermaLink="false">tag:blogger.com,1999:blog-5474328629514721489.post-5843401452974951669</guid><atom:updated xmlns:atom="http://www.w3.org/2005/Atom">2010-02-03T16:57:04.412+08:00</atom:updated><media:thumbnail url="http://2.bp.blogspot.com/_2D58Nm7SdN0/S2k5s_oyDCI/AAAAAAAAAUI/y1XIHrm16FE/s72-c/prestressed-concrete-beam-double-slope-roof-150041.jpg" height="72" width="72" /><thr:total xmlns:thr="http://purl.org/syndication/thread/1.0">0</thr:total><description>Kita tentu semua tahu, di Indonesia terdapat ratusan Prodi Teknik Sipil di berbagai Universitas, Satu Universitas dalam satu tahun bisa menghasilkan ribuan lulusan mahasiswa teknik sipil baru, bisa dibayangkan betapa banyaknya lulusan yang serupa...&lt;br/&gt;
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&lt;/div&gt;&lt;img src="http://feeds.feedburner.com/~r/CivilEngineeringComunity/~4/X3J5ZTYBHKo" height="1" width="1"/&gt;</description><feedburner:origLink>http://feri82.blogspot.com/2010/02/kumpulan-artikel-teknik-sipil-2.html</feedburner:origLink></item><item><title>Tutorial SAP 2000 (Bag.1)</title><link>http://feedproxy.google.com/~r/CivilEngineeringComunity/~3/m4RfWABCCQQ/tutorial-sap-2000-bag1.html</link><category>Software</category><category>Teknik Sipil</category><author>noreply@blogger.com (Feri Noviantoro)</author><pubDate>Thu, 31 Dec 2009 00:16:00 PST</pubDate><guid isPermaLink="false">tag:blogger.com,1999:blog-5474328629514721489.post-4468930274623284033</guid><atom:updated xmlns:atom="http://www.w3.org/2005/Atom">2010-09-15T20:11:38.350+08:00</atom:updated><media:thumbnail url="http://4.bp.blogspot.com/_2D58Nm7SdN0/SzwFTtitcII/AAAAAAAAAUA/yf2y9vcKEbo/s72-c/SAP_logo.jpg" height="72" width="72" /><thr:total xmlns:thr="http://purl.org/syndication/thread/1.0">0</thr:total><description>Sebelum memasuki materi tentang SAP, saya akan sedikit bercerita sebagai awal semangat di "Tahun 2010" ,

Ada teman saya yang kebetulah masih muda (seperti saya lah, hehe...) yang bekerja di sebuah perusahaan raksasa Oil and Gas di Indonesia, dalam...&lt;br/&gt;
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&lt;/div&gt;&lt;img src="http://feeds.feedburner.com/~r/CivilEngineeringComunity/~4/m4RfWABCCQQ" height="1" width="1"/&gt;</description><feedburner:origLink>http://feri82.blogspot.com/2009/12/tutorial-sap-2000-bag1.html</feedburner:origLink></item><item><title>MENGHITUNG BIAYA PENGELASAN</title><link>http://feedproxy.google.com/~r/CivilEngineeringComunity/~3/lcKKztzFJFk/menghitung-biaya-pengelasan.html</link><category>Struktur Baja</category><author>noreply@blogger.com (Feri Noviantoro)</author><pubDate>Wed, 18 Nov 2009 00:06:00 PST</pubDate><guid isPermaLink="false">tag:blogger.com,1999:blog-5474328629514721489.post-1091257076081024615</guid><atom:updated xmlns:atom="http://www.w3.org/2005/Atom">2009-11-18T16:06:02.442+08:00</atom:updated><media:thumbnail url="http://4.bp.blogspot.com/_2D58Nm7SdN0/SwOqrYCwjUI/AAAAAAAAATc/goVNn56Z1iw/s72-c/welding.jpg" height="72" width="72" /><thr:total xmlns:thr="http://purl.org/syndication/thread/1.0">0</thr:total><description>Bagi suatu perusahaan dibidang Steel Construction dan Steel equipment manufacturer, biaya pengelasan menjadi salah satu item yang sangat diperhatikan disamping harga dari materialnya. Untuk menghitung biaya pengelasan per kg logam las (weld metal),...&lt;br/&gt;
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&lt;/div&gt;&lt;img src="http://feeds.feedburner.com/~r/CivilEngineeringComunity/~4/lcKKztzFJFk" height="1" width="1"/&gt;</description><feedburner:origLink>http://feri82.blogspot.com/2009/11/menghitung-biaya-pengelasan.html</feedburner:origLink></item><item><title>SNI untuk Perencanaan Bangunan Gedung (Bag.2)</title><link>http://feedproxy.google.com/~r/CivilEngineeringComunity/~3/YCf5YpCCdPI/sni-untuk-perencanaan-bangunan-gedung.html</link><category>Teknik Sipil</category><author>noreply@blogger.com (Feri Noviantoro)</author><pubDate>Tue, 17 Nov 2009 00:09:00 PST</pubDate><guid isPermaLink="false">tag:blogger.com,1999:blog-5474328629514721489.post-2192560227069499211</guid><atom:updated xmlns:atom="http://www.w3.org/2005/Atom">2011-06-25T10:25:38.256+08:00</atom:updated><media:thumbnail url="http://2.bp.blogspot.com/_2D58Nm7SdN0/SwJOXaBMRuI/AAAAAAAAATI/GlLFPo8yeBo/s72-c/wismabni46cm3.jpg" height="72" width="72" /><thr:total xmlns:thr="http://purl.org/syndication/thread/1.0">0</thr:total><description>Apa yang spesial dari postingan kali ini? ya, ada. Apa itu? silahkan baca sampai selesai yah,

SNI atau Standar Nasional Indonesia merupakan standar paling baku yang kita gunakan untuk mendesain struktur, itu kalau bagi kita engineering. SNI sendiri...&lt;br/&gt;
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&lt;/div&gt;&lt;img src="http://feeds.feedburner.com/~r/CivilEngineeringComunity/~4/YCf5YpCCdPI" height="1" width="1"/&gt;</description><feedburner:origLink>http://feri82.blogspot.com/2009/11/sni-untuk-perencanaan-bangunan-gedung.html</feedburner:origLink></item><item><title>Rencana Anggaran Biaya</title><link>http://feedproxy.google.com/~r/CivilEngineeringComunity/~3/X6K_AaCeHPw/rencana-anggaran-biaya.html</link><category>Teknik Sipil</category><author>noreply@blogger.com (Feri Noviantoro)</author><pubDate>Mon, 09 Nov 2009 18:13:00 PST</pubDate><guid isPermaLink="false">tag:blogger.com,1999:blog-5474328629514721489.post-919366503682857097</guid><atom:updated xmlns:atom="http://www.w3.org/2005/Atom">2011-05-27T16:16:10.101+08:00</atom:updated><media:thumbnail url="http://1.bp.blogspot.com/_2D58Nm7SdN0/SvjL96xfpzI/AAAAAAAAATA/FT_HYQ4Gmds/s72-c/constructionmangement.66174930.jpg" height="72" width="72" /><thr:total xmlns:thr="http://purl.org/syndication/thread/1.0">0</thr:total><description>Bagaimana kabar anda temen-temen engineering? saya harap selalu semangat yah, karena sudah lama sekali saya tidak berbagi info dan kasus tentang Teknik Sipil.



Karena load pekerjaan yang semakin crowded dan&amp;nbsp; keasyikan menyimak kasus cicak vs...&lt;br/&gt;
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&lt;/div&gt;&lt;img src="http://feeds.feedburner.com/~r/CivilEngineeringComunity/~4/X6K_AaCeHPw" height="1" width="1"/&gt;</description><feedburner:origLink>http://feri82.blogspot.com/2009/11/rencana-anggaran-biaya.html</feedburner:origLink></item><item><title>Perbandingan Design ASD dan LRFD</title><link>http://feedproxy.google.com/~r/CivilEngineeringComunity/~3/EaFUKJKmFDQ/perbandingan-design-asd-dan-lrfd.html</link><category>Struktur Baja</category><author>noreply@blogger.com (Feri Noviantoro)</author><pubDate>Wed, 21 Oct 2009 19:08:00 PDT</pubDate><guid isPermaLink="false">tag:blogger.com,1999:blog-5474328629514721489.post-6222791607239673531</guid><atom:updated xmlns:atom="http://www.w3.org/2005/Atom">2009-10-22T10:08:37.267+08:00</atom:updated><media:thumbnail url="http://4.bp.blogspot.com/_2D58Nm7SdN0/St-64qfQs7I/AAAAAAAAASw/jnTjXc7HBVk/s72-c/79395e7ab1e8c7beab4476f9278cbcdf.jpg" height="72" width="72" /><thr:total xmlns:thr="http://purl.org/syndication/thread/1.0">0</thr:total><description>Anda familiar dengan AISC ASD dan LRFD? atau belum? sebagai seorang Engineering haruslah familiar dan menguasai dengan standar tersebut,

AISC : American Institute of Steel Construction,

ASD : Allowable Stress Design,

LRFD : Load and Resistance...&lt;br/&gt;
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&lt;/div&gt;&lt;img src="http://feeds.feedburner.com/~r/CivilEngineeringComunity/~4/EaFUKJKmFDQ" height="1" width="1"/&gt;</description><feedburner:origLink>http://feri82.blogspot.com/2009/10/perbandingan-design-asd-dan-lrfd.html</feedburner:origLink></item><item><title>DAFTAR SNI TEKNIK SIPIL (Bag.1)</title><link>http://feedproxy.google.com/~r/CivilEngineeringComunity/~3/D-OgwrJCLn8/daftar-sni-teknik-sipil-bag1.html</link><category>Teknik Sipil</category><author>noreply@blogger.com (Feri Noviantoro)</author><pubDate>Tue, 20 Oct 2009 00:30:00 PDT</pubDate><guid isPermaLink="false">tag:blogger.com,1999:blog-5474328629514721489.post-942031123037607458</guid><atom:updated xmlns:atom="http://www.w3.org/2005/Atom">2009-10-20T15:30:26.650+08:00</atom:updated><media:thumbnail url="http://1.bp.blogspot.com/_2D58Nm7SdN0/St1lvNEpf7I/AAAAAAAAASo/nh6bWIuSuIU/s72-c/Produk-Impor-Tak-Berstandar-SNI-Sangat-Merugikan.jpg" height="72" width="72" /><thr:total xmlns:thr="http://purl.org/syndication/thread/1.0">0</thr:total><description>Didalam Sitemeter saya, banyak teman - teman dari Teknik Sipil mencari Artikel yang berhubungan dengan SNI bangunan, saya harap SNI dibawah dapat membantu teman - teman semua dalam mendesain sebuah bangunan, tabel dibawah adalah rangkuman yang...&lt;br/&gt;
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&lt;/div&gt;&lt;img src="http://feeds.feedburner.com/~r/CivilEngineeringComunity/~4/D-OgwrJCLn8" height="1" width="1"/&gt;</description><feedburner:origLink>http://feri82.blogspot.com/2009/10/daftar-sni-teknik-sipil-bag1.html</feedburner:origLink></item><item><title>GEMPA PADANG MAGNITUDE 7,6 SCALA RICTER (Teknik Gempa Bag. 1)</title><link>http://feedproxy.google.com/~r/CivilEngineeringComunity/~3/Jq3d0f9t7ws/gempa-padang-magnitude-76-scala-ricter.html</link><category>Teknik Gempa</category><author>noreply@blogger.com (Feri Noviantoro)</author><pubDate>Tue, 06 Oct 2009 02:11:00 PDT</pubDate><guid isPermaLink="false">tag:blogger.com,1999:blog-5474328629514721489.post-3585252677685585620</guid><atom:updated xmlns:atom="http://www.w3.org/2005/Atom">2009-10-06T17:11:13.143+08:00</atom:updated><media:thumbnail url="http://2.bp.blogspot.com/_2D58Nm7SdN0/SssHS-x94BI/AAAAAAAAASg/ljrBfI69YHg/s72-c/gempa.jpg" height="72" width="72" /><thr:total xmlns:thr="http://purl.org/syndication/thread/1.0">0</thr:total><description>Ditinjau dari perspektif Teknik Sipil Struktur, gempa bumi merupakan fenomena alam yang sangat menarik untuk dibahas. Hal itu disebabkan karena begitu besar korban manusia dan harta benda yang telah terjadi. Korban manusia akibat gempa Aceh 26...&lt;br/&gt;
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&lt;/div&gt;&lt;img src="http://feeds.feedburner.com/~r/CivilEngineeringComunity/~4/Jq3d0f9t7ws" height="1" width="1"/&gt;</description><feedburner:origLink>http://feri82.blogspot.com/2009/10/gempa-padang-magnitude-76-scala-ricter.html</feedburner:origLink></item><item><title>Selamat Idul Fitri 1430H</title><link>http://feedproxy.google.com/~r/CivilEngineeringComunity/~3/6ze5R71K8n0/selamat-idul-fitri-1430h.html</link><category>Umum</category><author>noreply@blogger.com (Feri Noviantoro)</author><pubDate>Wed, 16 Sep 2009 01:31:00 PDT</pubDate><guid isPermaLink="false">tag:blogger.com,1999:blog-5474328629514721489.post-220077875408761204</guid><atom:updated xmlns:atom="http://www.w3.org/2005/Atom">2009-09-16T16:35:49.909+08:00</atom:updated><media:thumbnail url="http://2.bp.blogspot.com/_2D58Nm7SdN0/SrCbHbAKihI/AAAAAAAAASA/sY_X5YwicEc/s72-c/masjid-nabawi.jpg" height="72" width="72" /><thr:total xmlns:thr="http://purl.org/syndication/thread/1.0">1</thr:total><description>Segenap Crew dan Staff dari CIVIL ENGINEERING COMMUNITY mengucapkan : 

SELAMAT IDUL FITRI 1430H, Mohon Maaf Jika Selama ini ada salah - salah kata dalam penyampaian materi, Mohon Maaf Lahir dan Batin, Semoga Segala Amal ibadah kita dibulan Ramadhan...&lt;br/&gt;
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&lt;/div&gt;&lt;img src="http://feeds.feedburner.com/~r/CivilEngineeringComunity/~4/6ze5R71K8n0" height="1" width="1"/&gt;</description><feedburner:origLink>http://feri82.blogspot.com/2009/09/selamat-idul-fitri-1430h.html</feedburner:origLink></item><item><title>Keunikan Angka 6 dan 9</title><link>http://feedproxy.google.com/~r/CivilEngineeringComunity/~3/BE5_0YLtr_w/keunikan-angka-6-dan-9.html</link><category>Intermezo</category><author>noreply@blogger.com (Feri Noviantoro)</author><pubDate>Thu, 10 Sep 2009 00:06:00 PDT</pubDate><guid isPermaLink="false">tag:blogger.com,1999:blog-5474328629514721489.post-1076444948457474781</guid><atom:updated xmlns:atom="http://www.w3.org/2005/Atom">2009-09-10T15:06:15.196+08:00</atom:updated><media:thumbnail url="http://2.bp.blogspot.com/_2D58Nm7SdN0/Sqijxjq1aSI/AAAAAAAAARw/u02ekF1jJAs/s72-c/sudoku.gif" height="72" width="72" /><thr:total xmlns:thr="http://purl.org/syndication/thread/1.0">0</thr:total><description>Sewaktu SMP saya pernah mengutak - atik angka 9, tetapi hanya sederhana, yaitu setiap bilangan yang dikalikan 9 maka hasilnya bila dijumlahkan hasilnya tetap 9. sekarang penelitian itu telah berkembang semakin luas, yaitu keunikan angka 6 dan angka...&lt;br/&gt;
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&lt;/div&gt;&lt;img src="http://feeds.feedburner.com/~r/CivilEngineeringComunity/~4/BE5_0YLtr_w" height="1" width="1"/&gt;</description><feedburner:origLink>http://feri82.blogspot.com/2009/09/keunikan-angka-6-dan-9.html</feedburner:origLink></item><item><title>METODE DALAM ANALISIS STRUKTUR 1</title><link>http://feedproxy.google.com/~r/CivilEngineeringComunity/~3/BL1O896XulQ/metode-dalam-analisis-struktur-1.html</link><category>Teknik Sipil</category><author>noreply@blogger.com (Feri Noviantoro)</author><pubDate>Wed, 09 Sep 2009 20:32:00 PDT</pubDate><guid isPermaLink="false">tag:blogger.com,1999:blog-5474328629514721489.post-8485290706125318149</guid><atom:updated xmlns:atom="http://www.w3.org/2005/Atom">2009-09-10T11:45:52.953+08:00</atom:updated><media:thumbnail url="http://4.bp.blogspot.com/_2D58Nm7SdN0/Sqhx7yU-5PI/AAAAAAAAARg/3s0tbjjBT_U/s72-c/jaring1-1.jpg" height="72" width="72" /><thr:total xmlns:thr="http://purl.org/syndication/thread/1.0">0</thr:total><description>Analisis struktur merupakan hal yang utama perlu diketahui dari seorang engineering, karena dasar dari ilmu teknik sipil adalah analisis struktur, baik analisis struktur 1, 2 , 3, 4 dan 5. masing - masing harus dikuasai dengan baik jika ingin...&lt;br/&gt;
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&lt;/div&gt;&lt;img src="http://feeds.feedburner.com/~r/CivilEngineeringComunity/~4/BL1O896XulQ" height="1" width="1"/&gt;</description><feedburner:origLink>http://feri82.blogspot.com/2009/09/metode-dalam-analisis-struktur-1.html</feedburner:origLink></item><item><title>PERENCANAAN STRUKTUR BAJA (Bag.3)</title><link>http://feedproxy.google.com/~r/CivilEngineeringComunity/~3/0ipQPLX1CcE/perencanaan-struktur-baja-bag3.html</link><category>Struktur Baja</category><author>noreply@blogger.com (Feri Noviantoro)</author><pubDate>Tue, 08 Sep 2009 01:28:00 PDT</pubDate><guid isPermaLink="false">tag:blogger.com,1999:blog-5474328629514721489.post-5571505639863533129</guid><atom:updated xmlns:atom="http://www.w3.org/2005/Atom">2009-09-08T16:28:39.554+08:00</atom:updated><media:thumbnail url="http://2.bp.blogspot.com/_2D58Nm7SdN0/SqYUhq_TR6I/AAAAAAAAARY/FqsC8VNPYzw/s72-c/1062951_dsc02359.jpg" height="72" width="72" /><thr:total xmlns:thr="http://purl.org/syndication/thread/1.0">0</thr:total><description>Berikut ini adalah tabel untuk Faktor Reduksi untuk baja, dimana faktor reduksi adalah suatu faktor yang dipakai untuk mengalikan kuat nominal untuk mendapatkan kuat rencana;



Berikut Tabel Faktor reduksi (φ) untuk keadaan kekuatan batas.




Kuat...&lt;br/&gt;
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&lt;/div&gt;&lt;img src="http://feeds.feedburner.com/~r/CivilEngineeringComunity/~4/0ipQPLX1CcE" height="1" width="1"/&gt;</description><feedburner:origLink>http://feri82.blogspot.com/2009/09/perencanaan-struktur-baja-bag3.html</feedburner:origLink></item><item><title>Kumpulan Artikel Teknik Sipil (1)</title><link>http://feedproxy.google.com/~r/CivilEngineeringComunity/~3/PWLJ1XZZyW4/kumpulan-artikel-teknik-sipil-1.html</link><category>Teknik Sipil</category><author>noreply@blogger.com (Feri Noviantoro)</author><pubDate>Fri, 04 Sep 2009 01:53:00 PDT</pubDate><guid isPermaLink="false">tag:blogger.com,1999:blog-5474328629514721489.post-8497907606690497954</guid><atom:updated xmlns:atom="http://www.w3.org/2005/Atom">2009-09-04T16:53:00.783+08:00</atom:updated><media:thumbnail url="http://2.bp.blogspot.com/_2D58Nm7SdN0/SqDUFx6czGI/AAAAAAAAARI/7FAf8ao-wUg/s72-c/folder_download.png" height="72" width="72" /><thr:total xmlns:thr="http://purl.org/syndication/thread/1.0">0</thr:total><description>Mungkin beberapa file berikut anda butuhkan untuk mendesain.

Table Profil Baja WF - Download...
Standard Warna Pengecatan RAL Colours - Download...&amp;nbsp;
Analisa Harga Satuan, Rencana Anggaran Biaya, Metode Pelaksanaan Konstruksi -...&lt;br/&gt;
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&lt;/div&gt;&lt;img src="http://feeds.feedburner.com/~r/CivilEngineeringComunity/~4/PWLJ1XZZyW4" height="1" width="1"/&gt;</description><feedburner:origLink>http://feri82.blogspot.com/2009/09/kumpulan-artikel-teknik-sipil-1.html</feedburner:origLink></item><item><title>TV ONE Memang Beda!!</title><link>http://feedproxy.google.com/~r/CivilEngineeringComunity/~3/6sTuASL9wbY/tv-one-memang-beda.html</link><category>Intermezo</category><author>noreply@blogger.com (Feri Noviantoro)</author><pubDate>Wed, 02 Sep 2009 19:55:00 PDT</pubDate><guid isPermaLink="false">tag:blogger.com,1999:blog-5474328629514721489.post-551764768026475891</guid><atom:updated xmlns:atom="http://www.w3.org/2005/Atom">2009-09-03T11:04:48.350+08:00</atom:updated><media:thumbnail url="http://4.bp.blogspot.com/_2D58Nm7SdN0/Sp8kopfYeXI/AAAAAAAAAQY/uhyZU8-j7sA/s72-c/DSC00153.JPG" height="72" width="72" /><thr:total xmlns:thr="http://purl.org/syndication/thread/1.0">5</thr:total><description>Kenal dengan gambar disamping?

Saya ambil gambar ini dari TV kamar saya malam tadi. Harus diakui, sudah menjadi ritual malam, setiap mau istirahat malam, saya langsung “Channel in” ke Apa Kabar Indonesia… Rasanya ada yang kurang kalau tidak...&lt;br/&gt;
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&lt;/div&gt;&lt;img src="http://feeds.feedburner.com/~r/CivilEngineeringComunity/~4/6sTuASL9wbY" height="1" width="1"/&gt;</description><feedburner:origLink>http://feri82.blogspot.com/2009/09/tv-one-memang-beda.html</feedburner:origLink></item><item><title>STANDARD PENGECATAN</title><link>http://feedproxy.google.com/~r/CivilEngineeringComunity/~3/61toeIseXN0/standard-pengecatan.html</link><category>Teknik Sipil</category><author>noreply@blogger.com (Feri Noviantoro)</author><pubDate>Tue, 01 Sep 2009 23:44:00 PDT</pubDate><guid isPermaLink="false">tag:blogger.com,1999:blog-5474328629514721489.post-4273532209010070535</guid><atom:updated xmlns:atom="http://www.w3.org/2005/Atom">2009-09-02T14:44:58.234+08:00</atom:updated><media:thumbnail url="http://3.bp.blogspot.com/_2D58Nm7SdN0/Sp4TeukUv1I/AAAAAAAAAP4/Ipp-0BZXPCk/s72-c/65977_kaleng_cat_warna_thumb_300_225.jpg" height="72" width="72" /><thr:total xmlns:thr="http://purl.org/syndication/thread/1.0">0</thr:total><description>Didalam sebuah proyek konstruksi terutama didalam finishing strukturnya, maka proyek tersebut tidak akan jauh dari pengecatan, tetapi dalam pengecatan kita harus menggunakan standard yang ada.



Disini saya akan membagikan standard yang sering saya...&lt;br/&gt;
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&lt;/div&gt;&lt;img src="http://feeds.feedburner.com/~r/CivilEngineeringComunity/~4/61toeIseXN0" height="1" width="1"/&gt;</description><feedburner:origLink>http://feri82.blogspot.com/2009/09/standard-pengecatan.html</feedburner:origLink></item><item><title>PERENCANAAN STRUKTUR BAJA (Bag.2)</title><link>http://feedproxy.google.com/~r/CivilEngineeringComunity/~3/LdOrR-6D_J4/perencanaan-struktur-baja-bag2.html</link><category>Struktur Baja</category><author>noreply@blogger.com (Feri Noviantoro)</author><pubDate>Fri, 28 Aug 2009 01:06:00 PDT</pubDate><guid isPermaLink="false">tag:blogger.com,1999:blog-5474328629514721489.post-5329226246552375026</guid><atom:updated xmlns:atom="http://www.w3.org/2005/Atom">2009-08-28T16:06:09.287+08:00</atom:updated><media:thumbnail url="http://3.bp.blogspot.com/_2D58Nm7SdN0/SpeNvipbiGI/AAAAAAAAAPQ/RPzk1MF43YQ/s72-c/baja.jpg" height="72" width="72" /><thr:total xmlns:thr="http://purl.org/syndication/thread/1.0">1</thr:total><description>Pada bagian 2 ini, saya mencoba melanjutkan pembahasan tentang pembebanan struktur baja, baik dari segi ketentuan, jenis beban, dan juga beban kombinasi untuk perhitungan strukturnya.

 



1. Ketentuan umum

Tujuan perencanaan struktur adalah untuk...&lt;br/&gt;
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&lt;/div&gt;&lt;img src="http://feeds.feedburner.com/~r/CivilEngineeringComunity/~4/LdOrR-6D_J4" height="1" width="1"/&gt;</description><feedburner:origLink>http://feri82.blogspot.com/2009/08/perencanaan-struktur-baja-bag2.html</feedburner:origLink></item><item><title>Material Baja</title><link>http://feedproxy.google.com/~r/CivilEngineeringComunity/~3/nIXNYFqO_Jc/material-baja.html</link><category>Struktur Baja</category><author>noreply@blogger.com (Feri Noviantoro)</author><pubDate>Wed, 26 Aug 2009 23:52:00 PDT</pubDate><guid isPermaLink="false">tag:blogger.com,1999:blog-5474328629514721489.post-5859484378858362992</guid><atom:updated xmlns:atom="http://www.w3.org/2005/Atom">2009-08-27T14:57:45.976+08:00</atom:updated><media:thumbnail url="http://4.bp.blogspot.com/_2D58Nm7SdN0/SpYsefkqlwI/AAAAAAAAAPA/kfl_wyEnABA/s72-c/supply_square_and_rectangular_steel_pipe_tube.jpg" height="72" width="72" /><thr:total xmlns:thr="http://purl.org/syndication/thread/1.0">2</thr:total><description>Berikut ini adalah karakteristik dari material baja, baik sifat mekanis, alat sambungan untuk struktur baja.&amp;nbsp;





1. Sifat Mekanis BajaSifat mekanis baja struktural yang digunakan dalam perencanaan harus memenuhi persyaratan minimum yang...&lt;br/&gt;
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&lt;/div&gt;&lt;img src="http://feeds.feedburner.com/~r/CivilEngineeringComunity/~4/nIXNYFqO_Jc" height="1" width="1"/&gt;</description><feedburner:origLink>http://feri82.blogspot.com/2009/08/material-baja.html</feedburner:origLink></item><item><title>PERENCANAAN STRUKTUR BAJA (Bag.1)</title><link>http://feedproxy.google.com/~r/CivilEngineeringComunity/~3/yh-TM3IO9as/perencanaan-struktur-baja-bag1.html</link><category>Struktur Baja</category><author>noreply@blogger.com (Feri Noviantoro)</author><pubDate>Wed, 26 Aug 2009 18:20:00 PDT</pubDate><guid isPermaLink="false">tag:blogger.com,1999:blog-5474328629514721489.post-560116373294544922</guid><atom:updated xmlns:atom="http://www.w3.org/2005/Atom">2009-08-27T09:32:35.505+08:00</atom:updated><media:thumbnail url="http://1.bp.blogspot.com/_2D58Nm7SdN0/SpXd9WaQmAI/AAAAAAAAAOg/_EIgaqI8gBY/s72-c/612899_steel_construction.jpg" height="72" width="72" /><thr:total xmlns:thr="http://purl.org/syndication/thread/1.0">1</thr:total><description>Pada bagian pertama ini saya akan mencoba menjabarkan syarat – syarat dan peraturan struktur baja. Pada bagian selanjutnya nanti akan saya bahas tentang perhitungan dan standarisasinya. Jadi jangan sia – siakan materi blog ini bagi anda para...&lt;br/&gt;
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&lt;/div&gt;&lt;img src="http://feeds.feedburner.com/~r/CivilEngineeringComunity/~4/yh-TM3IO9as" height="1" width="1"/&gt;</description><feedburner:origLink>http://feri82.blogspot.com/2009/08/perencanaan-struktur-baja-bag1.html</feedburner:origLink></item><item><title>Merindukan Pimpinan yang Competent dan Inspiring</title><link>http://feedproxy.google.com/~r/CivilEngineeringComunity/~3/e2t2vE-I5Vc/merindukan-pimpinan-yang-competent-dan.html</link><category>Umum</category><author>noreply@blogger.com (Feri Noviantoro)</author><pubDate>Mon, 24 Aug 2009 01:19:00 PDT</pubDate><guid isPermaLink="false">tag:blogger.com,1999:blog-5474328629514721489.post-3982360427029594252</guid><atom:updated xmlns:atom="http://www.w3.org/2005/Atom">2009-08-28T16:42:26.698+08:00</atom:updated><media:thumbnail url="http://4.bp.blogspot.com/_2D58Nm7SdN0/SpI_IRZCihI/AAAAAAAAAOA/fr6sDISX4dU/s72-c/inspiration.jpg" height="72" width="72" /><thr:total xmlns:thr="http://purl.org/syndication/thread/1.0">0</thr:total><description>Apakah boss atau atasan Anda sekarang merupakan an inspiring person? Jawabannya sungguh penting, sebab an inspiring boss ternyata merupakan salah satu elemen penting mengapa karyawan betah bekerja untuk sebuah organisasi. Sebaliknya, amburadul and...&lt;br/&gt;
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&lt;/div&gt;&lt;img src="http://feeds.feedburner.com/~r/CivilEngineeringComunity/~4/e2t2vE-I5Vc" height="1" width="1"/&gt;</description><feedburner:origLink>http://feri82.blogspot.com/2009/08/merindukan-pimpinan-yang-competent-dan.html</feedburner:origLink></item><item><title>Sudahkah anda berada pada jenjang karir yang benar?</title><link>http://feedproxy.google.com/~r/CivilEngineeringComunity/~3/nu4p4lv5YnA/sudahkah-anda-berada-pada-jenjang-karir.html</link><category>Umum</category><author>noreply@blogger.com (Feri Noviantoro)</author><pubDate>Tue, 11 Aug 2009 23:58:00 PDT</pubDate><guid isPermaLink="false">tag:blogger.com,1999:blog-5474328629514721489.post-3276472228884561492</guid><atom:updated xmlns:atom="http://www.w3.org/2005/Atom">2009-08-24T16:36:24.549+08:00</atom:updated><media:thumbnail url="http://4.bp.blogspot.com/_2D58Nm7SdN0/SoJi5VX-MVI/AAAAAAAAANw/8jnhALX_MTA/s72-c/15892_karir+mentok-adri.jpg" height="72" width="72" /><thr:total xmlns:thr="http://purl.org/syndication/thread/1.0">0</thr:total><description>Setiap manusia tentunya ingin mendapatkan kehidupan yang lebih baik termasuk dalam karir dan percintaan.
Kali ini kita sampingkan percintaan dan fokus kepada karir anda...
Apakah anda berada pada jenjang karir yang sesuai?
Jika di ibaratkan anak...&lt;br/&gt;
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