The Structural Planning of Bunda Halimah Hospital Universitas Batam Using Steel Frame Construction

The structural planning of the Bunda Halimah Hospital Universitas Batam uses steel frame construction, planning includes calculating the load acting on the structure, namely in the form of dead loads, living loads, not taking into account earthquake loads. The height of the column in the planning of the Structure of the Bunda Halimah Hospital, is as high as 23.5 m. The process of analyzing the planning of building structures using the ETABS program. Guided by the Indonesian Steel Building Loading Regulations 1984 and SNI steel, to analyze the calculation of the dimensions of columns, beams and plates. The results of the loading calculation based on the Indonesian Steel Building Planning Regulations of 1984 were obtained for this building using WF 250x250x9x14kg/m child beams, WF Main Beams 300x300x10x15kg/m, WF building columns 350x350x12x19 kg/m, and using concrete plates for roofs with a thickness of 100 mm of D8 – 200 mm reinforcement and concrete plates for floors with a thickness of 120 mm of D8 - 200 mm reinforcement. 
 


A B S T R A C T
The structural planning of the Bunda Halimah Hospital Universitas Batam uses steel frame construction, planning includes calculating the load acting on the structure, namely in the form of dead loads, living loads, not taking into account earthquake loads. The height of the column in the planning of the Structure of the Bunda Halimah Hospital, is as high as 23.5 m. The process of analyzing the planning of building structures using the ETABS program. Guided by the Indonesian Steel Building Loading Regulations 1984 and SNI steel, to analyze the calculation of the dimensions of columns, beams and plates. The results of the loading calculation based on the Indonesian Steel Building Planning Regulations of 1984 were obtained for this building using WF 250x250x9x14kg/m child beams, WF Main Beams 300x300x10x15kg/m, WF building columns 350x350x12x19 kg/m, and using concrete plates for roofs with a thickness of 100 mm of D8 -200 mm reinforcement and concrete plates for floors with a thickness of 120 mm of D8 -200 mm reinforcement.

Natural Sciences Engineering & Technology Journal (NASET Journal)
so that it can accommodate a large number of students. Given the limited land area and the higher prices, one of the appropriate ways to expand the building is to expand upwards, i.e., multi-story buildings. 7 To plan a multi-storey building, careful calculations are needed so that the safety factor can be achieved and maintained as a reference. [8][9] From these safety factors, a minimum or a (standard) for planning. The planning of the Bunda Halimah Hospital, Universitas Batam, uses a steel frame because it has several advantages over reinforced concrete structures, including it has high strength, so it can reduce the size of the structure and also reduce the own weight of the structure. This is quite advantageous for long bridge structures, tall buildings, or also buildings that are in poor soil conditions. In addition, to high uniformity and durability, unlike reinforced concrete materials, which consist of various constituent materials, steel materials are much more uniform/homogeneous and have a much higher level of durability if the treatment procedures are carried out properly.

This study is a construction plan for Bunda
Halimah Hospital with a steel frame structure. The function of the building is as a hospital, with 5 floors, 23.5 meters high, and an IWF steel structure type plan. The design process begins with the collection of primary and secondary data. Primary data is specifically collected by researchers to answer research questions or research. Primary data can be in the form of opinions of research subjects (people) either individually or in groups, results of observations of an object (physical), events or activities, and test results. The main benefit of primary data is that the elements of lies cannot be masked against the source of the phenomenon. Therefore, primary data reflects the truth that is seen. Obtaining primary data will spend relatively more funds and take a relatively long time. Secondary data is generally in the form of

Load combination
The combination of loading used based on SNI 03-

Conclusion
The cross-sectional design used in planning the