STUDI EKSPERIMENTAL BATANG TARIK PADA SAMBUNGAN PELAT BAJA TERHADAP TEGANGAN – REGANGAN

Joko Suryono, Ashadi Putrawirawan, Sujiati Jepriani, Mokh Hidayat, Reno Rivalldy Allo

Abstract


Sambungan batang tarik pada sambungan pelat baja memiliki bermacam-macam tipe kegagalan. Tipe kegagalan pada sambungan pelat baja ditentukan berdasarkan beberapa parameter, diantaranya profil dan mutu batang tarik, tebal dan mutu pelat penyambung. Tujuan dari penelitian ini adalah mengetahui beban maksium (Pmax) nilai  tegangan – regangan dari hasil pengujian tarik pelat baja  pada 3 variasi sampe uji di Laboratorium berdasarkan tipe kegagalan geser baut dengan ukuran pelat baja 500x43x5 mm dan baut penyambung diameter 6 mm. Hasil pengujian tarik, hasil uji eksperimen 3 sampel pelat baja di laboratorium dengan rata-rata beban sebesar 114,395 MPa dengan watu uji 140 detik. Tegangan leleh (Fy) rata-rata sebesar 346,849 MPa pada regangan 0,02% dan tegangan putus (Fu) rata-rata sebesar 534,582 MPa pada regangan 0,09%.

Keywords


Batang Tarik Pelat Baja, Tegangan - Regangan

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References


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DOI: https://doi.org/10.46964/inersia.v13i2.924

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