Perencanaan Balok Baja Komposit Tanpa Dek Dan Kolom Baja Pada Bangunan Hotel Lima Lantai Di Kota Timika
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Institusion
Institut Teknologi Perusahaan Listrik Negara
Author
Pradana, Sandi
Rokhman, Abdul
Rokhman, Abdul
Subject
Teknik Sipil
Datestamp
2022-10-06 02:11:51
Abstract :
The higher a building will be built, in general the dimensions of the beam will be thicker and bigger. This will cause a reduction in the efficiency of the room. To overcome these problems, the structure of composite steel can be used which is a structure where there is a collaboration of two different materials, namely steel and concrete. This plan Determines the dimensions of an effective steel profile that can be used on beams and columns in this plan and the need for shear links. The aspect that was reviewed was only upper structure planning which included columns and beams which refer to SNI 1729-2015 regarding Specifications for structural steel buildings. Re-planning the structure of the hotel building in the city of Timika using steel columns and composite steel beams. Profile of the cross section of the composite beam in this structure WF250.175.7.11, and WF250.175.7.11 composite steel beam profile with slab resting on the beam (without steel deck) and columns H250.250.9.14 and H200.200,8.12. Shear connector (Shear connector) type of Steel Headed Stud Angkur with Tensile Strength (Fu) 400 Mpa. Number of shear connectors required
The higher a building will be built, in general the dimensions of the beam will be thicker and bigger. This will cause a reduction in the efficiency of the room. To overcome these problems, the structure of composite steel can be used which is a structure where there is a collaboration of two different materials, namely steel and concrete. This plan Determines the dimensions of an effective steel profile that can be used on beams and columns in this plan and the need for shear links. The aspect that was reviewed was only upper structure planning which included columns and beams which refer to SNI 1729-2015 regarding Specifications for structural steel buildings. Re-planning the structure of the hotel building in the city of Timika using steel columns and composite steel beams. Profile of the cross section of the composite beam in this structure WF250.175.7.11, and WF250.175.7.11 composite steel beam profile with slab resting on the beam (without steel deck) and columns H250.250.9.14 and H200.200,8.12. Shear connector (Shear connector) type of Steel Headed Stud Angkur with Tensile Strength (Fu) 400 Mpa. Number of shear connectors required
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