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

FIRMANDA, FERRI and San, Indra Chusaini and Rozirwan, Rozirwan (2009) ANALISA TEGANGAN DAN SIMULASI BALOK IWF DENGAN PENGAKU TRANSVERSAL INTERMEDIATE MENGGUNAKAN SAP 2000 v. 12. Undergraduate thesis, Sriwijaya University.

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Abstract

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.

Item Type:	Thesis (Undergraduate)
Uncontrolled Keywords:	SAP 2000 v. 12, simulasi balok IWF
Subjects:	T Technology > TH Building construction > TH1000-1725 Systems of building construction Including fireproof construction, concrete construction
Divisions:	03-Faculty of Engineering > 22201-Civil Engineering (S1)
Depositing User:	Mrs Furika Furika
Date Deposited:	11 Oct 2023 07:19
Last Modified:	11 Oct 2023 07:19
URI:	http://repository.unsri.ac.id/id/eprint/129766

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