Stiffness parameters - PowerPoint PPT Presentation

The effect of Eurocode 5 on timber structure design in Norway

TEMTIS Seminar in Horsens September 11, 2008. The effect of Eurocode 5 on timber structure design in Norway. Kolbein Bell and Kjell Arne Malo NTNU, Norway. Objective. To compare some important passages in the current Norwegian timber code NS 3470-1 (5th ed. July 1999) with

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Fasteners 2

Fasteners 2. Stiffness of joints Fatigue of preloaded connections. Three Methods. Average cone area (Norton) Integrated cone method (Shigley) Finite element model (Wileman). Cone Frusta Method (text). (14.17 a ). where: d 2 = 1.5 d d 3 = 1.5 d + l m tan φ let φ = 30 °.

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Abstract

Vascular morphological and functional impairments in symptom-free, non-treated hypertensive patients.

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