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<title><![CDATA[ANALISIS NUMERIK TEKUK KOLOM PROFIL BAJA KING CROSS DAN QUEEN CROSS]]></title>
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<namePart>0415128905 - Erma Desmaliana, S.T.,M.T</namePart>
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<namePart>FARKHAN BAGAS SATRIA / 222019261</namePart>
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<note>Salah satu permasalahan yang terjadi pada kolom yaitu deformasi tekuk akibat dibebani oleh gaya aksial tekan yang nilainya semakin besar. Oleh karena itu, perlu dilakukan analisis untuk mengetahui nilai beban tekuk kolom king cross dan queen cross sepanjang 5 meter dan faktor panjang tekuk (k) antara pemodelan software ANSYS dengan perhitungan SNI 1729:2020. Kondisi tumpuan ujung yang dimodelkan ialah tumpuan ujung jepit-bebas dan jepit-sendi. Hasil dari penelitian ini menunjukan bahwa persen beda beban tekuk terbesar yaitu 94,855% untuk tekuk torsi-lentur dan 43,749% untuk tekuk lentur pada profil queen cross serta 18,843% untuk tekuk torsi pada profil king cross. Adapun perbedaan nilai faktor panjang tekuk (k) diperoleh sebesar 25% pada profil queen cross dengan kondisi tumpuan ujung jepit-sendi. 
Kata Kunci: beban tekuk, deformasi, faktor panjang tekuk, King Cross dan Queen Cross</note>
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