Comparison Analysis Of Alternative Design And Budget Plan Using Steel Structure With Concrete Structure For Dormitory Of PMY Construction Project In Baucau, Timor-Leste

Julystiana Tistogondo, Emilia Belo
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Abstract

Re-design steel structure with concrete structure for dormitory of PMY Baucau building with floor plan size , consisting of the 2 floors with  high  aimed to: 1.) to Design the dimension of the upper concrete structure such as column, beam and plate with Preliminary design, 2.) to Calculate the gravity and seismic plan load that works for the building, 3.) to determine the formation of  beam and column reinforcement from the analysis result by using the Frame System of Specific Moment Beares (SRPMK). The structure analysis was conducted using the SAP2000.V14, 4.) to Comparing Budget Plan between upper steel structure and upper concrete structure to discover economic value between those two upper structures. Calculation of concrete structure refers to SNI 2847-2013 , calculation of equivalent static earthquake refers to SNI 1726-2012 and calculation of Budget plan for labour and material prices from Timor-Leste. Final calculation of dimension for the concrete structure from preliminary design are : Beam  and , Column  and Plate  for ground and first floor. And the final cost estimation for concrete  structure around  and steel structure around , those two structure show that concrete structure is economical than steel structure.
东帝汶包考PMY宿舍楼钢结构与混凝土结构方案设计及预算方案比较分析
对PMY Baucau大楼宿舍楼进行钢结构与混凝土结构的重新设计,平面尺寸为2层,层高为:1.)通过初步设计对柱、梁、板等上部混凝土结构进行尺寸设计,2.)计算适用于该建筑的重力和地震平面荷载,3.)根据分析结果,采用框架比弯矩支座系统(SRPMK)确定梁柱配筋的形成。采用SAP2000进行结构分析。V14, 4)比较上部钢结构和上部混凝土结构的预算方案,发现两种上部结构之间的经济价值。混凝土结构计算参照SNI 2847-2013,等效静力地震计算参照SNI 1726-2012,人工和材料价格预算方案计算参照东帝汶。经初步设计,混凝土结构的最终尺寸计算为:梁、柱、板为底层和首层。并对混凝土结构周围和钢结构周围进行了最终的成本估算,这两种结构表明混凝土结构比钢结构更经济。
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