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<title><![CDATA[STUDI PERBANDINGAN METODA TEGANGAN KERJA DAN LRFD PADA PERENCANAAN BALOK KOMPOSIT]]></title>
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<namePart>BAMBANG HARTONO / 2287107</namePart>
<role><roleTerm type="text">Dosen Pembimbing 1</roleTerm></role>
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<namePart>Ir. Hannis Burhan</namePart>
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<dateIssued><![CDATA[1992]]></dateIssued>
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<note>Prinsip dasar dari pada BaIok Komposit adalah memanfaatkan
kelebihan dari sifat bahan atau rnaterial. Gaya tekan yang terjadi pada balok komposit diusahakan terjadi pada pelat beton dan gaya tarik terjadi pada balok baja.
Interaksi yang terjadi antara kedua bahan tersebut, ditahan
oleh Shear Connector dengan jumlah tertentu.
Perencanaan dengan metoda Tegangan Kerja, Part-1 ASD
(AISC-1978), memberikan faktor keamanan hanya pada faktor
ketahanan dan perhitungan dilakukan dengan menganggap
balok baja bersifat Elastis.
Perencanaan dengan metoda Load and Resistance Factor
Disain (LRFD) Part-1 dan Part-2 ASD (AISC-1986), memberikan
faktor keamanan pada beban dan ketahanan secara
probabiliti dan perhitungan dilakukan dengan menganggap
balok baja bersifat Plastis.
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