Skripsi

ANALISA TEGANGAN DAN SIMULASI BALOK IWF DENGAN PENGAKU TRANSVERSAL INTERMEDIATE MENGGUNAKAN SAP 2000 v. 12

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Penilaian

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At we design of beam structurey often to enlarge dimension of beam to sustain external load. We often enlarge dimension to whole length of beam, whereas it useless at sonte part of beam. Stiffeners transversal intermediate one of other reinforcement structure increase strength of beam. Titis research observes stress and deflection of beam length 3 m, 4.5 m and 6 m. The beam laded distributed load 5 kN/m2 whole length of beam and concentrated load 40 kN at 1/3 l and 2/3 l of length. Beam structure mode/s with stiffeners and without stiffeners drew as element s/tell in SAP 2000 v. 12. Stiffeners posted base o n shear force from frame analyst. Models analyzed by SAP 2000 v. 12, f r om analyst result derived deflection and stress diagram. Each values result make comparative graph between beam with stiffeners and beam without stiffeners. The analytical showing reduces stress and deflected values. The values of analytical results are 0.01 - 91 N/mm2 for shear stress 0.06 -176 N/mm2 for bending stress and 0.24 - 0.43 mm for deflection.

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Availability

Inventory Code	Barcode	Call Number	Location	Status
0907000837	T129766	T1297662009	Central Library (REFERENCES)	Available but not for loan - Not for Loan

Detail Information

Series Title

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Call Number

T1297662009

Publisher

Inderalaya : Prodi Teknik Sipil, Fakultas Teknik Universitas Sriwijaya., 2009

Collation

xii, 43 hlm.; ill.; tab.; 28 cm.

Language

Indonesia

ISBN/ISSN

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Classification

624.177 07

Content Type

Text

Media Type

unmediated

Carrier Type

unspecified

Edition

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Subject(s)

Prodi Teknik Sipil
Simulasi balok

Specific Detail Info

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Statement of Responsibility

Furika

Other version/related

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