Analisa Struktur Pelat Lantai Gedung Hotel Santika Batam

Hariati, Hariati (2020) Analisa Struktur Pelat Lantai Gedung Hotel Santika Batam. Project Report. Universitas Internasional Batam. (Submitted)

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Abstract

Struktur tipis yang terdiri dari besi tulangan yang dilapisi beton, dengan arah bidang horizontal dan tegak lurus terhadap beban yang diterima. Sehingga dapat menahan gaya tekan dan gaya tarik yang berasal dari beban mati dan beban hidup yang selanjutnya akan disalurkan ke elemen vertikal seperti kolom dinamakan sebagai pelat beton bertulang. Sistem penulangan pelat beton bertulang dapat dibedakan menjadi 2 yaitu, Sistem penulangan pelat 1 arah dan sistem penulangan pelat 2 arah. Hal ini ditentukan dengan bentang x dan y pada pelat lantai tersebut. Jika ly/lx ? 2 maka disebut sebagai pelat 2 arah. Berdasarkan hasil analisis struktur pelat lantai Gedung Hotel Santika Batam yang telah dihitung oleh penulis, sistem penulangan yang digunakan sudah aman dan dapat menahan gaya momen lentur dengan pembesian pada bentangan x menggunakan besi D10-150 mm sebagai tulangan pokok dan D10-150 mm sebagai tulangan bagi. Dan untuk bentangan y, menggunakan besi D10-150 mm sebagai tulangan pokok dan besi D10-200 mm sebagai tulangan bagi. ********************************************************************** Thin structure consisting of reinforced steel reinforced concrete, with horizontal plane direction and perpendicular to the load received. So that it can withstand the compressive and tensile forces that come from dead loads and live loads which will then be distributed to vertical elements such as columns called reinforced concrete slabs. Reinforced concrete reinforcement systems can be divided into 2, namely, 1-way reinforcement systems and 2-way reinforcement systems. This is determined by the x and y spans of the slab. If ly / lx ? 2 it is called a 2-way plate. Based on the results of the analysis of the floor structure of the Santika Batam Hotel Building which has been calculated by the author, the reinforcement system used is safe and can withstand the moment bending force with iron in the x span using D10-150 mm as the base reinforcement and D10-150 mm as the reinforcement. And for the stretch y, use D10-150 mm iron as reinforcement principal and D10-200 mm iron as reinforcing bar.

Item Type: Monograph (Project Report)
Additional Information: Similarity: 24
Uncontrolled Keywords: Reinforced Concrete Plates, Plate Structure, Plate Analysis.
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
T Technology > TH Building construction
Divisions: School of Civil Engineering and Planning > Civil Engineering
SWORD Depositor: Admin Repository Universitas Internasional Batam
Depositing User: Admin Repository Universitas Internasional Batam
Date Deposited: 30 Apr 2020 04:02
Last Modified: 30 Apr 2020 04:04
URI: http://repository.uib.ac.id/id/eprint/2639

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