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<title><![CDATA[PENGARUH VARIASI LUBANG DIAMOND CASTELLATED BEAM MENGGUNAKAN METODE ELEMEN HINGGA]]></title>
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<namePart>0415128905 - Erma Desmaliana, S.T.,M.T</namePart>
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<namePart>TARISA IRAZALINA / 222019272</namePart>
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<note>Diamond Castellated Beam adalah balok baja modifikasi dari profil IWF maupun H-Beam yang dipotong bagian elemen pelat badannya sehingga diperoleh profil baru yang pada bagian badannya terdapat lubang berbentuk belah ketupat. Dengan profil yang sama dibuat 5 (lima) model dengan variasi lubang yang semakin kecil dan dibebani dengan beban three point loading sebesar 55 kN. Tujuan penelitian ini yaitu membandingkan nilai tegangan dan defleksi antara perhitungan eksperimen laboratorium, ABAQUS FEM Analysis, SAP2000, dan perhitungan manual terhadap balok kastela 150×60×5×5 mm. Persentase selisih tegangan yang paling kecil yaitu berada pada model 5 antara SAP2000 dan perhitungan manual sebesar 5,723%. Sedangkan selisih defleksi yang paling kecil yaitu berada pada model 2 antara SAP2000 dan perhitungan manual sebesar 1,362%. Berdasarkan penelitian ini dapat disimpulkan bahwa semakin kecil dimensi lubang pada castellated beam diamond, maka semakin kecil nilai tegangan dan defleksinya tetapi semakin besar momen nominalnya.
Kata Kunci: balok kastela, tegangan, defleksi, metode elemen hingga</note>
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