ANALISIS KINERJA JOINT BALOK-KOLOM MENGGUNAKAN BAJA CANAI DINGIN DENGAN VARIASI PANJANG HAUNCHED GUSSET PLATE TERHADAP BEBAN MONOTONIK.

MULIAWAN, RYO AGUSTINUS and Saloma, Saloma and Nurjannah, Siti Aisyah (2024) ANALISIS KINERJA JOINT BALOK-KOLOM MENGGUNAKAN BAJA CANAI DINGIN DENGAN VARIASI PANJANG HAUNCHED GUSSET PLATE TERHADAP BEBAN MONOTONIK. Undergraduate thesis, Sriwijaya University.

[thumbnail of RAMA_22201_03011382025115.pdf] Text
RAMA_22201_03011382025115.pdf - Accepted Version
Restricted to Repository staff only
Available under License Creative Commons Public Domain Dedication.

Download (11MB) | Request a copy
[thumbnail of RAMA_22201_03011382025115_TURNITIN.pdf] Text
RAMA_22201_03011382025115_TURNITIN.pdf - Accepted Version
Restricted to Repository staff only
Available under License Creative Commons Public Domain Dedication.

Download (7MB) | Request a copy
[thumbnail of RAMA_22201_03011382025115_0031107601_8884960018_01_front_ref.pdf] Text
RAMA_22201_03011382025115_0031107601_8884960018_01_front_ref.pdf - Accepted Version
Available under License Creative Commons Public Domain Dedication.

Download (7MB)
[thumbnail of RAMA_22201_03011382025115_0031107601_8884960018_02.pdf] Text
RAMA_22201_03011382025115_0031107601_8884960018_02.pdf - Accepted Version
Restricted to Repository staff only
Available under License Creative Commons Public Domain Dedication.

Download (1MB) | Request a copy
[thumbnail of RAMA_22201_03011382025115_0031107601_8884960018_03.pdf] Text
RAMA_22201_03011382025115_0031107601_8884960018_03.pdf - Accepted Version
Restricted to Repository staff only
Available under License Creative Commons Public Domain Dedication.

Download (1MB) | Request a copy
[thumbnail of RAMA_22201_03011382025115_0031107601_8884960018_04.pdf] Text
RAMA_22201_03011382025115_0031107601_8884960018_04.pdf - Accepted Version
Restricted to Repository staff only
Available under License Creative Commons Public Domain Dedication.

Download (2MB) | Request a copy
[thumbnail of RAMA_22201_03011382025115_0031107601_8884960018_05.pdf] Text
RAMA_22201_03011382025115_0031107601_8884960018_05.pdf - Accepted Version
Restricted to Repository staff only
Available under License Creative Commons Public Domain Dedication.

Download (278kB) | Request a copy
[thumbnail of RAMA_22201_03011382025115_0031107601_8884960018_06_ref.pdf] Text
RAMA_22201_03011382025115_0031107601_8884960018_06_ref.pdf - Bibliography
Restricted to Repository staff only
Available under License Creative Commons Public Domain Dedication.

Download (317kB) | Request a copy
[thumbnail of RAMA_22201_03011382025115_0031107601_8884960018_07_lamp.pdf] Text
RAMA_22201_03011382025115_0031107601_8884960018_07_lamp.pdf - Accepted Version
Restricted to Repository staff only
Available under License Creative Commons Public Domain Dedication.

Download (1MB) | Request a copy

Abstract

Cold-formed steel is a material that is starting to be widely used as structural elements such as beams and columns. The use of cold-formed steel as a structural element requires a connecting medium, one of which is a gusset plate. Meanwhile, the types of gusset plates that can be used as connections are haunched and rectangular gusset plates. In this research, tests were carried out to compare the performance of beam-to-column connections using rectangular type gusset plates with a plate length of 600 mm which will be compared with the performance of connections using haunched type gusset plates with a plate length of 600 mm. After comparing the performance between different types of gusset plates, tests will be carried out to compare the performance of the gusset plate connection type with different length variations, namely 550 mm and 650 mm. The differences in type and size of gusset plates used as beam-to-column connections affect the maximum load value that the structure can achieve, as well as the displacement value achieved. The analysis was carried out using the finite element method with the help of the ANSYS Workbench 2022 program. Based on the analysis, it was found that the performance of beam-to-column connections with varying gusset plate lengths was sorted from the lowest, namely rectangular gusset plate connections with a plate length of 600 mm, the haunched gusset plate connection with a length of 550 mm, the haunched gusset plate connection with a length of 600 mm, and the one that has the best performance is the haunched gusset plate connection with a length of 650 mm.

Item Type: Thesis (Undergraduate)
Uncontrolled Keywords: Sambungan Balok-Kolom, Baja Canai Dingin, Pelat Buhul Haunched, Panjang Pelat Buhul
Subjects: T Technology > TA Engineering (General). Civil engineering (General) > TA174.A385 Engineering design--Data processing. Manufacturing processes--Data processing. Computer integrated manufacturing systems. Manufacturing processes--Automation. CAD/CAM systems.
Divisions: 03-Faculty of Engineering > 22201-Civil Engineering (S1)
Depositing User: Ryo Agustinus Muliawan
Date Deposited: 21 Mar 2024 00:54
Last Modified: 21 Mar 2024 00:54
URI: http://repository.unsri.ac.id/id/eprint/141901

Actions (login required)

View Item View Item