Ardini Yuliastri Putri, Bayzoni Bayzoni, Ratna Widyawati


The increasement and development of economic growth in Indonesia cause increasement of the construction of warehouse to support business expansion. However, there is an opinion about expensive steel prices which is causes the use of the steel its self is not optimum. In this case, there must be a calculation to determine the model of gable frame and the dimension of steel profiles for the warehouse.  In this study, the frame model is limited of four types that have differences in haunch span.  This study also use the Direct Stiffness Method to calculate structural analysis and  SNI 1729: 2015 to calculate section analysis.  From structural and section analysis, obtained weight for each type of frame.  Frame Type 1 has 4.771,89 kg, Frame Type 2 has 3.348,18 kg, Frame Type 3 has 3.682,24 kg and Frame Type 4 has 10.541,1506 kg.  Based on the volume and weight calculation in each frame type, Frame Type 2 has the lowest weight. Hence, this type of portal can be considered as the most optimum portal type.


Key word : gable frame construction, SNI 1729: 2015, Direct Stiffness Method


Dewobroto, Wiryanto, 2016, Struktur Baja : Perilaku, Analisis dan Desain – AISC 2010, Tanggerang : Penerbit Jurusan Teknik Sipil UPH, 973 hlm.

Gunung Steel Group, 2016, Lipped Chanel, diakses dari http://www.gunungsteel.com/ index. php? option=com_content&view=article&id=80&Itemid=185, Diakses pada tanggal 2 Mei 2017.

Gunung Steel Group, 2016, Roof and Wall Sheeting, diakses dari http://www.gunungsteel.com/ index.php?option=com_content&view=article &id=89&Itemid=193, Diakses pada tanggal 2 Mei 2017.

Setiawan, Agus, 2008, Perencanaan Struktur Baja dengan Metode LRFD, Jakarta : Erlangga, 336 hlm

SNI 1727, 2013, Beban Minimum untuk Perancangan Bangunan Gedung Struktur Lain, Badan Standardisasi Nasional, 196 hlm.

SNI 1729, 2015, Spesifikasi untuk Bangunan Gedung Baja Struktural, Badan Standardisasi Nasional, 289 hlm.

Supartono, F.X. dan Teddy Boen, 1980, Analisa Struktur dengan Metode Matrix, Jakarta : Penerbit Universitas Indonesia


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