Design of Plated Structures – Eurocode 3 – Design of Steel Structures Part 1–5 Design of Plated Structures

FOREWORD
<br /> PREFACE
<br /> SYMBOLS
<br /> INTRODUCTION
<br /> Plate buckling in steel structures
<br /> Purpose of this book
<br /> Structure of this book
<br /> OVERVIEW OF DESIGN RULES
<br /> Introduction
<br /> Basis of design and modelling
<br /> Shear lag in member design
<br /> Plate buckling effects due to direct stresses
<br /> Resistance to shear
<br /> Resistance to transverse loading
<br /> Interaction
<br /> Flange induced buckling
<br /> Stiffeners and detailing
<br /> Reduced stress method (including Annexes A and B where
<br /> applicable)
<br /> FEM
<br /> CRANE RUNWAY BEAM EXAMPLE
<br /> Description of the crane
<br /> Description of the crane runway beam
<br /> Actions and load partial factors
<br /> Internal forces and stresses
<br /> Verifications in general
<br /> Buckling verifications according to Sections 4 to 7, EN 1993–1–5
<br /> Buckling verifications according to Section 10, EN 1993–1–5
<br /> Flange induced buckling verification
<br /> Stiffener verifications
<br /> BOX–GIRDER BRIDGE EXAMPLE
<br /> Description of the bridge
<br /> Internal forces and moments, Stresses
<br /> Web buckling verification for the launching phase
<br /> Effective cross section of the stiffened bottom flange at internal support P1 (uniform compression)
<br /> Effective cross section of the stiffened web at internal support P1 (bending)
<br /> Checking of the box–girder section under bending at support P1
<br /> Shear resistance of the stiffened web panel closest to the internal support P1
<br /> Interaction between bending and shear at support P1
<br /> Intermediate transverse stiffener design
<br /> Buckling verifications at internal support P1 according to Section 10, EN 1993–1–5
<br /> REFERENCES