European Recommendations on the Stabilization of Steel ... - Xs4all

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ContentsCONTENTS1. INTRODUCTION ........................................................................................................ 71.1 Aims of the document ................................................................................................ 71.2 Application range ....................................................................................................... 71.3 Design of beams and columns with restraint ............................................................. 81.4 Review of previous guidelines and publications ...................................................... 101.5 Symbols and definitions ........................................................................................... 132. TORSIONAL RESTRAINT...................................................................................... 172.1 Introduction .............................................................................................................. 172.2 General background ................................................................................................. 172.3 Determination of C ϑ1 and C ϑ2 ................................................................................... 192.4 Limitation of stabilization moment .......................................................................... 222.5 Limitation of the rotation of the stabilized beam ..................................................... 232.6 Advanced analysis .................................................................................................... 232.7 Experimental determination of parameters .............................................................. 243. LATERAL RESTRAINT - IN-PLANE SHEAR RESISTANCE .......................... 273.1 Introduction .............................................................................................................. 273.2 Determination of the shear stiffness S ...................................................................... 283.2.1 Uni-directionally spanning panels .................................................................... 283.2.2 Panels with a single rigid support .................................................................... 303.3 Stiffness of fastenings .............................................................................................. 313.3.1 Determination of the stiffness by calculation ................................................... 313.3.2 Determination of the stiffness by tests ............................................................. 343.4 Stabilization forces ................................................................................................... 343.5 Forces in fastenings .................................................................................................. 383.5.1 Introduction ...................................................................................................... 383.5.2 Uni-directionally spanning panels .................................................................... 393.5.3 Panels with a single rigid support .................................................................... 413.6 Limitation of deformations ....................................................................................... 43BIBLIOGRAPHY .................................................................................................................. 45ANNEX 1: PRACTICAL CONSIDERATIONS ................................................................. 49ANNEX 2: EXAMPLES ........................................................................................................ 555
<strong>European</strong> <strong>Recommendations</strong> on the Stabilization of Steel Structures by Sandwich Panels6
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