Design of A Six Floor Hospital and One Basement with Intermediate Moment Frame According to The American Standards of Design Code in Surakarta

Wamala, Halid and , Mochamad Solikin, S.T., M.T., Ph.D. (2021) Design of A Six Floor Hospital and One Basement with Intermediate Moment Frame According to The American Standards of Design Code in Surakarta. Skripsi thesis, Universitas Muhammadiyah Surakarta.

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Abstract

The city of Surakarta is located on java island, Central Java Island Province, in Indonesia. This final project will be planned as a hospital structure in the city of Surakarta. Planning and design of the structure in the final project will be done using the American Standards. The hospital structure of six (6) floors and one (1) basement is to be designed according to the American standards code and below are the details of the problem; Data collection, design plan study, planning the construction of the floor and flat roof slabs, basement and staircase, structural frame planning of beams and columns and determining their dimension adequacy, reinforcement design of beams and columns, foundation design and drawing details. This project has a sole purpose of seeing that the structure is completely safe and resistant to earthquake and all other forces due to Indonesia’s frequent earthquake occurrences. The benefit to the author of this final project is to be able to handle any kinds of structural designs no matter the location and forces acting on the structure. Intermediate Moment Frame system (IMF) is being used in accordance with the discussed ACI requirements (ACI 318-14). Floor slab design used Equivalent Frame method with 5in slab thickness with 10 - #4 bars with As = 2.00 in.2 @9in and for the beam strip 5 - #4 bars with As = 1.00 in.2 @10in. The type of staircase used is open well staircase. 7 #4 bars on for flexure with As = 1.4 in2 with spacing used of 9in. and shrinkage is #4 at 10in. The basement negative moment uses no. 5 bars spaced at 10 in. and the positive moment use no. 4 bars spaced at 10 in. Beam Reinforcement: 8 #8 bars on the compression side, 7 #8 bars on the tension side and for shear within 2h Length; Spacing used = 3.0 in. Beyond 2h S = 10 in and torsion bars are 2 #6. For columns, dimensions are 25x25in. CY4-1: From the interaction diagram, ρg = 1.3% use 16 #7 bars and biaxial Loading: CY8-1: From the interaction diagram, ρg = 3.0 % Provide 20 #9 bars. Column shear design spacing used: 5.5 in. Since the pile cap is a square: Provide 8#7 bars at 10in. on centers (≤ Smax) in the X and Y direction. In conclusion, in designing the columns, one dimension is chosen for all the floors for economic reasons. Earthquake load analysis is done using both SAP 2000 v.20 and manual calculations involving the use of Equivalent Lateral Force as method of analysis. Foundation pile cap reinforcement provided is distributed in both X and Y direction since the pile cap is a square. These bars are spaced uniformly over the width of the pile cap.

Item Type:	Karya ilmiah (Skripsi)
Uncontrolled Keywords:	American standard codes, intermediate moment frame, Equivalent Lateral Force.
Subjects:	T Technology > TA Engineering (General). Civil engineering (General)
Divisions:	Fakultas Teknik > Teknik Sipil
Depositing User:	WAMALA HALID
Date Deposited:	06 Jun 2021 02:24
Last Modified:	06 Jun 2021 02:24
URI:	http://eprints.ums.ac.id/id/eprint/91225

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