Lightweight steel section C 75.35.0,75 also can be used in this configuration. It can be concluded that Fink and Cremona were recommended for lightweight steel truss for short spans and intermediate spans. However, Fink and Cremona configuration have considerable results which give the smallest tensile and compression ratio compared to another configurations for short span and intermediate span respectively. Then, t ensile and compression ratio are obtained less than 0,9 for each configurations and spans. This calculation also referred to SNI 7971:2013 code. In general, the result of this analysis were tensile and compressive ratio which is obtained by comparison of internal force and section capacity. The lightweight steel section is channel section of C 75.35.0,75 which is found on any store building. The analysis used software SAP 2000 v.19. Berikut dibawah ini adalah contoh Shop Drawing (gambar kerja) detail kuda-kuda dengan material baja ringan dalam bentuk format Autocad (DWG). The result will recommend roof truss configuration which used light weight steel. Then, this research analyzed the configurations for short span and intermediate span. Functioned as the truss, this could makes variations of roof truss configuration which depended on construction necessity and performance on certain span. Roof truss of lightweight steel has been used for any types of construction.
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