Industrial Building Structure Planning With Cranes

Authors

  • Totok Andi Prasetyo Institut Sains dan Teknologi Nasional, DKI Jakarta, Indonesia
  • Naufal Yasir Engineer PT TAP Rekayasa Struktur, Bekasi, Jawa Barat, Indonesia

DOI:

https://doi.org/10.46799/ajesh.v3i2.251

Keywords:

Building structure planning, Cranes, Structural design

Abstract

Industrial building structure planning complies with standards and regulations, such as Procedures for Earthquake Resistance Planning, Minimum Loads for Building Design, and Specifications for Structural Steel Buildings. Vertical and lateral loads are fundamental to the structure's load flow process. Industrial buildings handle roof, wind, earthquakes, crane, and wall loads. Structural design must consider these elements, including the choice of lateral force-resisting systems such as X-bracing. In determining building loads, including earthquake and wind loads, various parameters such as wind speed, exposure category, and other factors must be considered by standard requirements such as SNI 1727-2020 and SNI 1726:2019. Selection of site class, wind direction, topographic, and ground surface elevation factors are essential in determining wind loads. This research method focuses on supporting structures consisting of purlins and girts in the context of industrial buildings. Purlins, made from hot or cold rolled steel, generally use C and Z profiles. Girts, made from cold or hot rolled steel, have profile variations such as C, Z, or hollow square sections. The girt structure design process determines dimensions, rod sag, internal requirements, and sag rod capacity.

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Published

2024-02-10