Skripsi

ANALISA POLA KERUNTUHAN KONSTRUKSI RANGKA ATAP DENGAN MENGGUNAKAN PROFIL BAJA RINGAN

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Penilaian

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Truss light Steel is a modern technology of roof truss made of a thin plate of zinc-alum which is designed by computers and manufactured by machines. Truss light Steel can be an altemative choice to support the roof to be able to deal with the extreme weather conditions, not to be distracted from termite attack and to be held longer than truss form wood. From its material, there are some weaknesses of light Steel, among other are buckling and deflection occurs, so that a review was made of the failure that will occur in some spans and truss forms. SolidWorks is a Computer Aided Design (CAD) 3D program using the Windows operating system. SolidWorks program can provide the simulation and compute the forces that arise in structures which designed by using finite element method. The use of SolidWorks program shows the simulation of failure mode that will occur, so it can be the input for the planning and construction of the better light Steel. This analysis used the truss of type pratt and howe with theoretical spans 12 m and 24 m at 30° angle. The components used were profile lip channel 75x32,8x7,95 and tek screw formed in SolidWorks program. The results obtained in the SolidWorks program was the failure occurred because of flexural buckling in A6 rod to the entire spans and forms. Truss pratt type was stronger to resist the loads on the theoretical span of 12 m and the howe type was stronger to resist the loads on the theoretical span 24 m. Diagonal mounting differences affected the strength of each spans.

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Availability

Inventory Code	Barcode	Call Number	Location	Status
1307002610	T126690	T1266902013	Central Library (REFERENCES)	Available but not for loan - Not for Loan

Detail Information

Series Title

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Call Number

T1266902013

Publisher

Inderalaya : Prodi Teknik Sipil, Fakultas Teknik Universitas Sriwijaya., 2013

Collation

xvi, 64 hlm.; ill.; tab.; 28 cm.

Language

Indonesia

ISBN/ISSN

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Classification

690.150 7

Content Type

Text

Media Type

unmediated

Carrier Type

unspecified

Edition

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Subject(s)

Prodi Teknik Sipil
Konstruksi atap

Specific Detail Info

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Statement of Responsibility

Furika

Other version/related

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