Steel Structure Design with Concentric Brace Frame System Sukawati Market Building Block C

The Ring of Fire district is a leader in setting out a framework that has to be efficient and effective from a planning perspective. The objectives of this study are to find out how the behavior of steel structure in case of X-type concentric braced system in the Sukawati Market Block C building. The Super Structure design is based on the following cross sections: column, HB. 350. 350. 12. 19 for K1, HB. 300. 300. 10. 15 for K2, and HB. 200. 200. 8. 12 for K3, and one may notice the economic efficiency ratio of the cross-section is 90%. The used beams are beam 1 IWF 250.250.6.9, beam 2 IWF 350.175.7.11, beam 3 IWF 450.200.9.14 and the maximum cost ratio value of the cross section is 98%. Profile IWF is utilized as a bracing element. 200. 100. 5,5.8 with an economic index of 64%.

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Publication Details

Journal
Engineering and Technology Journal
Published
2025-08-30
DOI
https://doi.org/10.47191/etj/v10i08.53
Primary Topic
Structural Analysis and Optimization
Type
article
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article

Steel Structure Design with Concentric Brace Frame System Sukawati Market Building Block C

Putu Aryastana, I Nengah Sinarta, Ni Wayan Ratna Kirani
Engineering and Technology Journal
Structural Analysis and Optimization
article

Steel Structure Design with Concentric Brace Frame System Sukawati Market Building Block C

Putu Aryastana, I Nengah Sinarta, Ni Wayan Ratna Kirani
article en

Abstract

The Ring of Fire district is a leader in setting out a framework that has to be efficient and effective from a planning perspective. The objectives of this study are to find out how the behavior of steel structure in case of X-type concentric braced system in the Sukawati Market Block C building. The Super Structure design is based on the following cross sections: column, HB. 350. 350. 12. 19 for K1, HB. 300. 300. 10. 15 for K2, and HB. 200. 200. 8. 12 for K3, and one may notice the economic efficiency ratio of the cross-section is 90%. The used beams are beam 1 IWF 250.250.6.9, beam 2 IWF 350.175.7.11, beam 3 IWF 450.200.9.14 and the maximum cost ratio value of the cross section is 98%. Profile IWF is utilized as a bracing element. 200. 100. 5,5.8 with an economic index of 64%.

Engineering and Technology JournalVol. 10(08)
Warmadewa University (ID)
Openalex Percentile: Top 76%
Structural Analysis and Optimization
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