Cover Image

PERENCANAAN GEDUNG PERKANTORAN/PERKULIAHAN UNIVERSITAS MUHAMMADIYAH MALANG DENGAN BALOK-LANTAI KOMPOSIT DAN KOLOM BAJA BERONGGA MENGACU "SPESIFICATION AISC-LRFD"

Main Author: HAMID, ABDUL
Format: Thesis NonPeerReviewed Book
Bahasa: eng
Terbitan: , 2006
Subjects:
TA Engineering (General). Civil engineering (General)
Online Access: http://eprints.umm.ac.id/11238/1/PERENCANAAN_GEDUNG_PERKANTORAN.pdf
http://eprints.umm.ac.id/11238/
ctrlnum 11238
fullrecord <?xml version="1.0"?> <dc schemaLocation="http://www.openarchives.org/OAI/2.0/oai_dc/ http://www.openarchives.org/OAI/2.0/oai_dc.xsd"><relation>http://eprints.umm.ac.id/11238/</relation><title>PERENCANAAN GEDUNG PERKANTORAN/PERKULIAHAN UNIVERSITAS MUHAMMADIYAH MALANG DENGAN BALOK-LANTAI KOMPOSIT DAN KOLOM BAJA BERONGGA MENGACU "SPESIFICATION AISC-LRFD"</title><creator>HAMID, ABDUL</creator><subject>TA Engineering (General). Civil engineering (General)</subject><description>Composite Construction. Many structural systems that can not be easily categorized according to the material used. Composite beam system as we often encounter. In this case, steel is the part that in-place first, then cast in concrete around the shear connectors onnector shear above the steel beams. The presence of shear connectors caused the steel beams and concrete works integrally thereon. Thus forming a T section with steel as part of the experience tensile, and concrete that had hit. This study is intended to introduce more closely on the implementation of LRFD method, which is packaged in a handbook issued by (AISC) as Load and Resistance Factor Design Specification for&#xD; Structural Steel Buildings, which enforces security is not just one factor alone but is broken into and the load factor strength reduction factor that gives a design of steel construction that is safe, convenient and economical enough. From the analysis, the calculation can be concluded for the construction of composite floor without the support obtained 140 mm thick plate, use 22 gage steel deck profiles (t = 0.75 mm) 75 mm Lok Floor. The use of steel deck profiles are intended as a substitute for the need of reinforcing the field, as well as permanent begisting in a design. The dimensions required when the beam receive workload, diperole dimensional beam direction (y): WF 350 x 175 x 7 x 11, for the main beam direction (y): WF 600 x 300 x 12 x 20, main beam direction (x ): WF 500 x 300 x 11 x 15, and cantilever beam direction (y): WF 350 x 175 x 7 x 11, the cantilever beam direction (x): WF 400 x 200 x 8 x 13, and used the interface shear sliding connector stud 19 x 125 mm in diameter. While the dimensions required when the column receiving the axial load and bending, obtained by column dimensions 609.6 x 588.8 x 15.9 mm with a type of rectangular HSS.</description><date>2006</date><type>Thesis:Thesis</type><type>PeerReview:NonPeerReviewed</type><type>Book:Book</type><language>eng</language><identifier>http://eprints.umm.ac.id/11238/1/PERENCANAAN_GEDUNG_PERKANTORAN.pdf</identifier><identifier> HAMID, ABDUL (2006) PERENCANAAN GEDUNG PERKANTORAN/PERKULIAHAN UNIVERSITAS MUHAMMADIYAH MALANG DENGAN BALOK-LANTAI KOMPOSIT DAN KOLOM BAJA BERONGGA MENGACU "SPESIFICATION AISC-LRFD". Other thesis, University of Muhammadiyah Malang. </identifier><recordID>11238</recordID></dc>
language eng
format Thesis:Thesis
Thesis
PeerReview:NonPeerReviewed
PeerReview
Book:Book
Book
author HAMID, ABDUL
title PERENCANAAN GEDUNG PERKANTORAN/PERKULIAHAN UNIVERSITAS MUHAMMADIYAH MALANG DENGAN BALOK-LANTAI KOMPOSIT DAN KOLOM BAJA BERONGGA MENGACU "SPESIFICATION AISC-LRFD"
publishDate 2006
topic TA Engineering (General). Civil engineering (General)
url http://eprints.umm.ac.id/11238/1/PERENCANAAN_GEDUNG_PERKANTORAN.pdf
http://eprints.umm.ac.id/11238/
contents Composite Construction. Many structural systems that can not be easily categorized according to the material used. Composite beam system as we often encounter. In this case, steel is the part that in-place first, then cast in concrete around the shear connectors onnector shear above the steel beams. The presence of shear connectors caused the steel beams and concrete works integrally thereon. Thus forming a T section with steel as part of the experience tensile, and concrete that had hit. This study is intended to introduce more closely on the implementation of LRFD method, which is packaged in a handbook issued by (AISC) as Load and Resistance Factor Design Specification for Structural Steel Buildings, which enforces security is not just one factor alone but is broken into and the load factor strength reduction factor that gives a design of steel construction that is safe, convenient and economical enough. From the analysis, the calculation can be concluded for the construction of composite floor without the support obtained 140 mm thick plate, use 22 gage steel deck profiles (t = 0.75 mm) 75 mm Lok Floor. The use of steel deck profiles are intended as a substitute for the need of reinforcing the field, as well as permanent begisting in a design. The dimensions required when the beam receive workload, diperole dimensional beam direction (y): WF 350 x 175 x 7 x 11, for the main beam direction (y): WF 600 x 300 x 12 x 20, main beam direction (x ): WF 500 x 300 x 11 x 15, and cantilever beam direction (y): WF 350 x 175 x 7 x 11, the cantilever beam direction (x): WF 400 x 200 x 8 x 13, and used the interface shear sliding connector stud 19 x 125 mm in diameter. While the dimensions required when the column receiving the axial load and bending, obtained by column dimensions 609.6 x 588.8 x 15.9 mm with a type of rectangular HSS.
id IOS4109.11238
institution Universitas Muhammadiyah Malang
institution_id 136
institution_type library:university
library
library Perpustakaan Universitas Muhammadiyah Malang
library_id 546
collection UMM Institutional Repository
repository_id 4109
city MALANG
province JAWA TIMUR
repoId IOS4109
first_indexed 2017-03-21T02:42:04Z
last_indexed 2017-03-21T02:42:04Z
recordtype dc
_version_ 1675924198195724288
score 17.538404

Lihat Juga