Studi Kekuatan Pondasi Crane Akibat Modifikasi Kapal Penumpang Menjadi Kapal Penumpang Barang

Simanullang, Winner David (2024) Studi Kekuatan Pondasi Crane Akibat Modifikasi Kapal Penumpang Menjadi Kapal Penumpang Barang. Other thesis, Institut Teknologi Sepuluh Nopember.

	Text 04111940000019-Undergraduate_Thesis.pdf - Accepted Version Restricted to Repository staff only until 1 October 2026. Download (6MB) | Request a copy
	Text 04111940000019-Undergraduate_Thesis.pdf - Accepted Version Restricted to Repository staff only until 1 October 2026. Download (8MB) | Request a copy

Abstract

Pondasi adalah bagian terbawah dari sebuah konstruksi yang memikul seluruh beban bangunan dan beban lainnya. Pondasi tidak hanya berfungsi untuk menopang beban konstruksi saja, tetapi juga beban alat berat yang digunakan pada proyek. Crane kapal adalah alat bongkar muat yang dirancang khusus di atas kapal yang digunakan sebagai alat pengangkat. Penelitian ini bertujuan untuk mengetahui hasil tegangan dan deformasi dengan variasi pembebanan 30 ton dan 40 ton, dapat diketahui bahwa hasil running nilai kekuatan pondasi crane dengan mengggunakan software FEA. Berdasarkan hasil tegangan dan deformasi dengan variasi 30 ton dapat diketahui bahwa hasil running nilai kekuatan pondasi crane dengan menggunakan software FEA. Maka didapatkan nilai tegangan maksimum pada hasil running dengan menggunakan tebal pondasi 16 mm, 18 mm, 20 mm, bahwa nilai tegangan maksimum berada pada tebal pondasi 16 mm yaitu 144,20 Mpa. Sedangkan untuk nilai maksimum deformasi dengan tebal pondasi 16 mm, 18 mm, 20 mm berada pada tebal pondasi 16 mm yaitu 3,60 mm. Maka didapatkan nilai tegangan maksimum pada hasil running dengan variasi 40 ton menggunakan tebal pondasi 16 mm, 18 mm, 20 mm, bahwa nilai tegangan maksimum berada pada tebal pondasi 16 mm yaitu 192,30 Mpa. Sedangkan untuk nilai maksimum deformasi dengan tebal pondasi 16 mm, 18 mm, 20 mm berada pada tebal pondasi 16 mm yaitu 4,79 mm.
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The foundation is the bottom of a construction that bears the whole building loads and other expenses. The foundation does not only serve to sustain vconstruction load only, but also heavy equipment load used on the project. A ship crane is a specially designed loading and unloading device on board that is used as a lifting device. This study aims to determine the results of stress and deformation with variations of 30 tons and 40 tons, it can be known that the results of running the strength value of the crane foundation using FEA software. Based on the results of stress and deformation with variations of 30 tons, it can be known that the results of running the strength value of the crane foundation using FEA software. So the maximum stress value is obtained in the running results using a foundation thickness of 16 mm, 18 mm, 20 mm, that the maximum stress value is at a foundation thickness of 16 mm, which is 144.20 Mpa. As for the maximum value of deformation with a foundation thickness of 16 mm, 18 mm, 20 mm is at a foundation thickness of 16 mm, which is 3.60 mm. So the maximum stress value in the running results with a variation of 40 tons using a foundation thickness of 16 mm, 18 mm, 20 mm, that the maximum stress value is at a foundation thickness of 16 mm, which is 192.30 Mpa. As for the maximum value of deformation with a foundation thickness of 16 mm, 18 mm, 20 mm is at a foundation thickness of 16 mm, which is 4.79 mm.

Item Type:	Thesis (Other)
Uncontrolled Keywords:	Pondasi, crane, tegangan, deformasi, berat struktur.
Subjects:	V Naval Science > VM Naval architecture. Shipbuilding. Marine engineering > VM156 Naval architecture V Naval Science > VM Naval architecture. Shipbuilding. Marine engineering > VM381 Passenger ships
Divisions:	Faculty of Marine Technology (MARTECH) > Naval Architecture and Shipbuilding Engineering > 36201-(S1) Undergraduate Thesis
Depositing User:	Winner David Simanullang
Date Deposited:	18 Nov 2024 01:53
Last Modified:	18 Nov 2024 03:38
URI:	http://repository.its.ac.id/id/eprint/110818

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