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	<title>Meyerhoff Archives | Blog DTS</title>
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	<description>Obrolan seputar dunia struktur sipil &#38; geoteknik</description>
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		<title>Pondasi Tapak, Masalah Eksentrisitas 2 Arah</title>
		<link>https://blog.dtsengineering.co.id/1830/pondasi-tapak-masalah-eksentrisitas-2-arah/</link>
					<comments>https://blog.dtsengineering.co.id/1830/pondasi-tapak-masalah-eksentrisitas-2-arah/#comments</comments>
		
		<dc:creator><![CDATA[admin]]></dc:creator>
		<pubDate>Tue, 27 Oct 2015 03:18:04 +0000</pubDate>
				<category><![CDATA[Geoteknik dan Pondasi]]></category>
		<category><![CDATA[Meyerhoff]]></category>
		<category><![CDATA[pondasi]]></category>
		<category><![CDATA[pondasi tapak]]></category>
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					<description><![CDATA[<p>DTS sedang mengembangkan sebuah aplikasi mobile untuk Android Platform. Aplikasi itu adalah aplikasi perhitungan pondasi tapak. Tahapnya sih, untuk interface (tampilan depan) bisa dibilang sudah 90% rampung. Tapi untuk core-nya yang berisi modul-modul analisis dan perhitungan, masih 60%an. Ada sedikit kendala pada perhitungan pondasi tapak yang memikul beban eksentris 2 arah, dengan ekstenrisitas yang besar, [&#8230;]</p>
<p>The post <a href="https://blog.dtsengineering.co.id/1830/pondasi-tapak-masalah-eksentrisitas-2-arah/">Pondasi Tapak, Masalah Eksentrisitas 2 Arah</a> appeared first on <a href="https://blog.dtsengineering.co.id">Blog DTS</a>.</p>
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