Please use this identifier to cite or link to this item:
https://repositori.uma.ac.id/handle/123456789/22351
Title: | Analisis Perhitungan Struktur Gedung Pada Proyek Pembangunan Pasar Baru Panyabungan |
Other Titles: | Analysis of Building Structure Calculations in the Panyabungan New Market Development Project |
Authors: | Telaumbanua, Fa'anoli |
metadata.dc.contributor.advisor: | Nurmaidah |
Keywords: | Structural Analysis;Cross Method;and Structural Calculation;Analisa Struktur;Metode Cross;dan Perhitungan Struktur |
Issue Date: | Aug-2023 |
Publisher: | Universitas Medan Area |
Series/Report no.: | NPM;188110032 |
Abstract: | Tujuan dari Skripsi ini adalah suatu analisa perhitungan penulangan dan pendimensian pada komponen struktur balok beton bertulang. Dimana perhitungan manual pada suatu portal yang dibebani oleh beban terbagi rata dengan menggunakan Metode Cross (Hardy Cross), dan Kekakuan. Berdasarkan perhitungan dimensi desain struktur yang dilakukan pada “Metode Cross” penulangan balok yang paling kuat terletak pada bentang I-J dengan ukuran penampang 400 mm x 600 mm didapatkan penulangan pada tumpuan atas 12 D16 mm dan tumpuan bawah 4 D16 mm dengan begel Ø10 - 70 mm. Sedangkan penulangan lapangan atas 9 D16 mm dan lapangan bawah 4 D16 mm dengan begel Ø10 - 150 mm. dan berdasarkan pada kondisi dilapangan/dilokasi penelitian penulangan dengan ukuran penampang 400 mm x 600 mm penulangan pada tumpuan atas 9 D16 mm dan tumpuan bawah 5 D16 mm dengan begel 10 - 100 mm. Sedangkan penulangan lapangan atas 5 D16 mm dan lapangan bawah 9 D16 mm dengan begel Ø10 - 100 mm. The aim of this thesis is an analysis of reinforcement and dimensioning calculations for reinforced concrete beam structural components. Where manual calculations on a portal that is burdened by an evenly distributed load using the Cross (Hardy Cross) and Stiffness Methods. Based on the calculation of structural design dimensions carried out using the "Cross Method", the strongest beam reinforcement is located in the I-J span with a cross-sectional size of 400 mm x 600 mm, it is obtained that the reinforcement at the top support is 12 D16 mm and the bottom support is 4 D16 mm with a Ø10 - 70 mm brace. Meanwhile, the top field reinforcement is 9 D16 mm and the bottom field is 4 D16 mm with a brace Ø10 - 150 mm. and based on conditions in the field/research location, reinforcement with a cross-sectional size of 400 mm x 600 mm, reinforcement at the top support 9 D16 mm and bottom support 5 D16 mm with 10 - 100 mm braces. Meanwhile, the top field reinforcement is 5 D16 mm and the bottom field is 9 D16 mm with a brace Ø10 - 100 mm |
Description: | 64 Halaman |
URI: | https://repositori.uma.ac.id/handle/123456789/22351 |
Appears in Collections: | SP - Civil Engineering |
Files in This Item:
File | Description | Size | Format | |
---|---|---|---|---|
188110032 - Fa'Anoli Telaumbanua - Fulltext.pdf | Cover, Abstract, Chapter I, II, III, V, Bibliography | 1.16 MB | Adobe PDF | View/Open |
188110032 - Fa'Anoli Telaumbanua - Chapter IV.pdf Restricted Access | Chapter IV | 2.56 MB | Adobe PDF | View/Open Request a copy |
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.