INFRASTRUCTURE PLANNING FINAL REPORT: TRANSPORTATION, BUILDING STRUCTURE, WATER STRUCTURE AND CONSTRUCTION MANAGEMENT (CASE STUDY: DESIGN OF 4-STORY BUILDING IN YOGYAKARTA)

Susanto, Timotius Aditya Reynaldi (2021) INFRASTRUCTURE PLANNING FINAL REPORT: TRANSPORTATION, BUILDING STRUCTURE, WATER STRUCTURE AND CONSTRUCTION MANAGEMENT (CASE STUDY: DESIGN OF 4-STORY BUILDING IN YOGYAKARTA). S1 thesis, UNIVERSITAS ATMA JAYA YOGYAKARTA.

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Abstract

Aim of this Final Report is to summarize and study four major fields of civil engineering, building and structure design, road design, hydraulic design and Cost and time management. Building and structure design require designing a 4-story office building in Yogyakarta. Road design require designing a road connecting point A to B using provided maps and initial data. Hydraulic structure design require redesigning Kamijoro Weir located at the Progo river, Yogyakarta. Cost and time management require estimating work volume, project costs and duration using provided architecture drawing of Mr. Gabor Laksamada’s house by ACW group. Road and building design primarily use existing methods from established literature to create a design that follows SNI standards, pass safety checks and is efficient/economical. Hydraulic design method first requires data collection from weather and meteorological institute (BMKG) to acquire necessary data to begin designing. Then it follows pre-existing SNI guidelines to design the hydraulic structure that meets safety standards. Cost and time management requires calculating work volume needed to build Mr. Laksamada’s house and determine the project duration and costs by its work volume. Results of the building structure design shows that the building will have purlin profile of C125*50*20*2.3, roof truss profile 2L*70*70*, bottom stairs field reinforcement D13-50/P10-200, support reinforcement D13-200/P10-200, top stairs field reinforcement D13-200/P10-200, support reinforcement D13-500/P10- 200, bordes reinforcement D13-500/P10-200. 5 types of slabs are acquired (3 two directions and 2 one direction plate) with reinforcement P10-250. 5 types of secondary beams, 2 types of primary beams, column with reinforcements 24D19/2P10-200 and 2 types of foundations. Road design results shows that 5 curves are needed for the route (4 full circle and 1 spiral-circle-spiral), 3 cresting curve and 2 sagging curves, fill volume is 323929.0839 m3, cut volume is 197636.3704 m3. Hydraulic design results shows that the weir have a rounded top, 95.681484 m long, 25.2 m elevation, with 3 flushing doors, 3 pillars with stilling basin USBR type IV. Cost and time management results show that house project will have 91 days duration and cost per m2 is Rp. 5.199.907.32.

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