PERENCANAAN ULANG GEDUNG SEKOLAH SMPN 22 DENGAN METODE (SISTEM RANGKA PEMIKUL MOMEN MENENGAH) SRPMM

SUGIHARTO, SOPAN (2023) PERENCANAAN ULANG GEDUNG SEKOLAH SMPN 22 DENGAN METODE (SISTEM RANGKA PEMIKUL MOMEN MENENGAH) SRPMM. Skripsi thesis, UNIVERSITAS BHAYANGKARA SURABAYA.

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Abstract

The school building used in the planning and preparation of the final assignment is located on Jl. Gayungsari Bar. X No. 38, Gayungan, Kec. Gayungan, Surabaya. The building area is ± 512 m2 and has 7 floors. Based on the results of the Cone Penetrometer Test (CPT), it is known that the building was built on soft soil conditions (SE site class) and based on its function is included in the risk category I, so the building is included in the seismic design category C. on the roof, originally using a steel frame modified into a concrete plate. With the location classification of the SMPN 22 Surabaya School building, structural calculations for the building will be planned using the Intermediate Moment Resisting Frame System (SRPMM) method. The building planning method refers to building construction regulations in Indonesia. Earthquake analysis in this planning uses the spectrum response analysis method based on SNI 1726: 2019 with a probability of exceeding 10% in 50 years, the entire structure is reinforced concrete referring to SNI 2847: 2019 concerning Structural Concrete Requirements for Buildings, SNI 1727: 2020 concerning Loads The minimum is for the Design of Buildings and Structures, while the structural analysis uses the SAP2000 program. Control the need for reinforcement in the column using the PCAColumn program. The structural calculation process includes determining the structural system, loading analysis, structural modeling, internal force analysis, reinforcement calculation, and checking structural element requirements. The secondary structure is in the form of plates and stairs which are carried by the primary structure, namely plates, beams and columns. The substructure consists of sloof, pile cap and piles. From the results of structural analysis using the Intermediate Moment Resisting Frame System (SRPMM) method, the dimensions of floor slabs are 13cm, main beams are 35 x 70 cm, columns are 70 x 70 cm, sloof are 35 x 75 cm, pile caps are 200 x 300 x 80 cm, and piles 5 point D40cm piles in groups, with 16D22 reinforcement configuration.

Item Type:	Thesis (Skripsi)
Uncontrolled Keywords:	Structural Analysis, Intermediate Moment Resisting Frame System, Building Structures
Subjects:	624 Civil Engineering > Building and Transportation Engineering
Divisions:	Faculty of Engineering
Depositing User:	Perpus Ubhara Surabaya
Date Deposited:	12 Dec 2024 02:14
Last Modified:	12 Dec 2024 02:16
URI:	http://eprints.ubhara.ac.id/id/eprint/2819

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