2015
DOI: 10.11113/jt.v77.6698
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A Review of Safety Construction of Billboard Around Banjarmasin

Abstract: A safe and standard billboard construction is very important everywhere as well as in and around Banjarmasin. Therefore, the research using cross-sectional descriptive design to analyze the ratio of axial-flexible stress of pillars was conducted. The inclusion criteria for the billboards are billboards with dimension of 4x6 m2, 5x10 m2 and cross-road horizontal billboard or Bando. Meanwhile the exclusion criteria are billboards with dimension of 2x4 m2, 1x1 m2 and non-steel materials billboards. The result sho… Show more

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“…Furthermore, the billboards that are categorized as unsafe can be upgraded to billboards that have a safe structural strength standard through repair by adding four columns to each pillar (a total of 12 pillars), adding 6 "diameter pillars, and 2.5 pipes diagonally around the pillars. for frame reinforcement (Fajar et al, 2015). Visual pollution assessment via the SBE method can be used, although video-assisted evaluation adopted remains dependent on image and light data, equipment, and composition as well as other factors will have different effects on the presentation of image data.…”
Section: Discussionmentioning
confidence: 99%
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“…Furthermore, the billboards that are categorized as unsafe can be upgraded to billboards that have a safe structural strength standard through repair by adding four columns to each pillar (a total of 12 pillars), adding 6 "diameter pillars, and 2.5 pipes diagonally around the pillars. for frame reinforcement (Fajar et al, 2015). Visual pollution assessment via the SBE method can be used, although video-assisted evaluation adopted remains dependent on image and light data, equipment, and composition as well as other factors will have different effects on the presentation of image data.…”
Section: Discussionmentioning
confidence: 99%
“…Safety level evaluation is carried out on structural components, where the calculation of flexible moment and axial force must meet the requirements of SNI 03-1729-2002 paragraph 11.3. through computer software. Determination of structures that are considered unsafe is a structure that has a ratio limit> 1 (Fajar et al, 2015). Underestimating actual wind loads and seismic loads/dynamic response can lead to identified failure modes, namely the sudden mode due to anchor bolt fracture and the gradual mode due to severe local buckling of the steel column.…”
Section: Methodsmentioning
confidence: 99%
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