| PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
|---|---|---|---|---|---|---|---|
| 13<\/td>\n | 1 Scope 2 Normative references <\/td>\n<\/tr>\n | ||||||
| 14<\/td>\n | 3 Terms and definitions <\/td>\n<\/tr>\n | ||||||
| 16<\/td>\n | 4 Symbols <\/td>\n<\/tr>\n | ||||||
| 19<\/td>\n | 5 Basis of design <\/td>\n<\/tr>\n | ||||||
| 32<\/td>\n | 6 Actions and combinations of actions <\/td>\n<\/tr>\n | ||||||
| 42<\/td>\n | 7 Partial factors and combination rules <\/td>\n<\/tr>\n | ||||||
| 45<\/td>\n | 8 Steel <\/td>\n<\/tr>\n | ||||||
| 49<\/td>\n | 9 Structural analysis <\/td>\n<\/tr>\n | ||||||
| 85<\/td>\n | 10 Global analysis of beam pallet racks <\/td>\n<\/tr>\n | ||||||
| 99<\/td>\n | 11 Serviceability limit states <\/td>\n<\/tr>\n | ||||||
| 100<\/td>\n | 12 Marking and labelling – Identification of performance of rack installations 13 Test methods and evaluation of results <\/td>\n<\/tr>\n | ||||||
| 108<\/td>\n | Annex\u00a0A (normative)Testing A.1 Materials tests A.1.1 Tensile test A.1.2 Bend tests <\/td>\n<\/tr>\n | ||||||
| 109<\/td>\n | A.2 Tests on components and connections A.2.1 Stub column compression test A.2.1.1 Purpose of the test A.2.1.2 Test arrangement and method – Alternative 1 <\/td>\n<\/tr>\n | ||||||
| 110<\/td>\n | A.2.1.3 Test arrangement and method – alternative 2 <\/td>\n<\/tr>\n | ||||||
| 111<\/td>\n | A.2.1.4 Corrections to the observations A.2.1.5 Derivation of the results <\/td>\n<\/tr>\n | ||||||
| 112<\/td>\n | A.2.2 Compression tests on uprights – Checks for the effects of distortional buckling A.2.2.1 Purpose of the test A.2.2.2 Test arrangement and method A.2.2.3 Derivation of the test results A.2.3 Compression tests on uprights – Determination of buckling curves A.2.3.1 Purpose of the test A.2.3.2 Test arrangement <\/td>\n<\/tr>\n | ||||||
| 114<\/td>\n | A.2.3.3 Test Method A.2.3.4 Corrections to the Observations <\/td>\n<\/tr>\n | ||||||
| 115<\/td>\n | A.2.3.5 Derivation of the column curve <\/td>\n<\/tr>\n | ||||||
| 116<\/td>\n | A.2.4 Bending tests on beam end connectors A.2.4.1 Purpose of the Test <\/td>\n<\/tr>\n | ||||||
| 117<\/td>\n | A.2.4.2 Test arrangements <\/td>\n<\/tr>\n | ||||||
| 119<\/td>\n | A.2.4.3 Test Procedure A.2.4.4 Corrections to the observations <\/td>\n<\/tr>\n | ||||||
| 120<\/td>\n | A.2.4.5 Derivation of the Results and Procedure to define curves <\/td>\n<\/tr>\n | ||||||
| 123<\/td>\n | A.2.5 Looseness tests on beam end connectors A.2.5.1 Purpose of the test A.2.5.2 Alternative ‘A’ Test arrangement using a double acting jack A.2.5.3 Test Method <\/td>\n<\/tr>\n | ||||||
| 124<\/td>\n | A.2.5.4 Corrections to the observations A.2.5.5 Derivation of results A.2.5.6 Alternative \u2018B\u2019 using two cantilever beams and a central upright <\/td>\n<\/tr>\n | ||||||
| 126<\/td>\n | A.2.5.7 Corrections to the observations A.2.5.8 Derivation of results A.2.6 Shear tests on beam end connectors and connector locks A.2.6.1 Purpose of the test A.2.6.2 Test arrangement <\/td>\n<\/tr>\n | ||||||
| 128<\/td>\n | A.2.6.3 Test Method A.2.6.4 Corrections to the observations A.2.6.5 Derivation of Results A.2.7 Tests on floor connections A.2.7.1 Purpose of the Test A.2.7.2 Alternative \u2018A\u2019 using two lengths of upright with a central concrete block <\/td>\n<\/tr>\n | ||||||
| 131<\/td>\n | A.2.7.3 Alternative \u2018B\u2019 using a single length of upright with an end concrete block <\/td>\n<\/tr>\n | ||||||
| 133<\/td>\n | A.2.7.4 Corrections to the observations A.2.7.5 Derivation of the Results <\/td>\n<\/tr>\n | ||||||
| 134<\/td>\n | A.2.8 Frame Shear stiffness tests A.2.8.1 Purpose of the tests A.2.8.2 Method A, loading the frame in the longitudinal direction <\/td>\n<\/tr>\n | ||||||
| 137<\/td>\n | A.2.8.3 Alternative method B using a cross-aisle reversible shear load on a frame <\/td>\n<\/tr>\n | ||||||
| 140<\/td>\n | A.2.9 Bending tests on upright sections A.2.9.1 Purpose of the Test A.2.9.2 Test Arrangement <\/td>\n<\/tr>\n | ||||||
| 142<\/td>\n | A.2.9.3 Test method A.2.9.4 Corrections to the observations A.2.9.5 Derivation of results A.2.10 Bending tests on beams A.2.10.1 Purpose of the test A.2.10.2 Test arrangement <\/td>\n<\/tr>\n | ||||||
| 145<\/td>\n | A.2.10.3 Test method A.2.10.4 Corrections to the observations A.2.10.5 Derivation of the results A.2.11 Tests on upright splices A.2.11.1 Purpose of the Test <\/td>\n<\/tr>\n | ||||||
| 146<\/td>\n | A.2.11.2 Test arrangement A.2.11.3 Test method <\/td>\n<\/tr>\n | ||||||
| 147<\/td>\n | A.2.11.4 Corrections to observations A.2.11.5 Derivation of results A.2.12 Test for the moment-shear interaction of beam end connectors A.2.12.1 Purpose of the test A.2.12.2 Test arrangement A.2.12.3 Test procedure <\/td>\n<\/tr>\n | ||||||
| 148<\/td>\n | A.2.12.4 Corrections to the observations A.2.12.5 Derivation of the bending and shear resistance A.2.12.6 Derivation of the moment-shear interaction curve A.2.12.7 Generalized moment-shear relationship <\/td>\n<\/tr>\n | ||||||
| 150<\/td>\n | Annex\u00a0B (informative)Amplified sway method for down-aisle stability analysis B.1 General <\/td>\n<\/tr>\n | ||||||
| 151<\/td>\n | B.2 Linear elastic analysis B.3 Elastic critical value B.4 Amplification factor <\/td>\n<\/tr>\n | ||||||
| 152<\/td>\n | Annex\u00a0C (informative)Approximate equations for the design of a regular storage rack in the down-aisle direction C.1 Approximate equation for regular construction <\/td>\n<\/tr>\n | ||||||
| 154<\/td>\n | C.2 Additional bending moments due to pattern loading C.3 Design Moments <\/td>\n<\/tr>\n | ||||||
| 155<\/td>\n | C.4 Design loads in outer columns <\/td>\n<\/tr>\n | ||||||
| 156<\/td>\n | Annex\u00a0D (informative)Background to the acceptance of materials of low fu\/fy ratio(cold reduced steel) <\/td>\n<\/tr>\n | ||||||
| 157<\/td>\n | Annex\u00a0E (informative)Position inaccuracies <\/td>\n<\/tr>\n | ||||||
| 158<\/td>\n | Annex\u00a0F (informative)Equivalent beam loads <\/td>\n<\/tr>\n | ||||||
| 160<\/td>\n | Annex\u00a0G (informative)Simplified method for cross-aisle stability analysis in circumstances where there is uniform distribution of compartment loads over the height of the upright frame G.1 General G.2 Global buckling of upright frames <\/td>\n<\/tr>\n | ||||||
| 161<\/td>\n | G.3 Shear stiffness of upright frame G.4 Amplification factor \u03b2 <\/td>\n<\/tr>\n | ||||||
| 164<\/td>\n | Annex\u00a0H (informative)Factory production control (FPC) H.1 General H.2 Frequency of tests H.3 Bending tests on beam end connectors H.4 Bend tests <\/td>\n<\/tr>\n | ||||||
| 165<\/td>\n | Annex\u00a0I (informative)A\u2013deviations I.1 Dutch national legislative deviations I.2 German national legislative deviations <\/td>\n<\/tr>\n | ||||||
| 167<\/td>\n | Annex\u00a0J (informative)Guidance to the determination of the critical length for the distortional buckling test J.1 Introduction J.2 Length in relation to the end conditions in the test set-up <\/td>\n<\/tr>\n | ||||||
| 168<\/td>\n | J.3 Method for the determination of the critical distortional buckling length J.3.1 Step 1 J.3.2 Step 2 <\/td>\n<\/tr>\n | ||||||
| 170<\/td>\n | J.3.3 Step 3 J.3.4 Step 4 <\/td>\n<\/tr>\n | ||||||
| 171<\/td>\n | J.3.5 Step 5 J.3.6 Step 6 <\/td>\n<\/tr>\n | ||||||
| 173<\/td>\n | Annex\u00a0K (informative)Tests on floor connections: Reuse of samples K.1 Introduction K.2 Interaction check for non-anchored base plates K.3 Example of a test procedure reusing the test sample <\/td>\n<\/tr>\n | ||||||
| 175<\/td>\n | Annex\u00a0L (informative)Guidance to modelling spine bracing in braces pallet racking <\/td>\n<\/tr>\n | ||||||
| 179<\/td>\n | Annex\u00a0M (informative)Looseness correction <\/td>\n<\/tr>\n | ||||||
| 181<\/td>\n | Annex\u00a0N (informative)80\u00a0% loading examples <\/td>\n<\/tr>\n | ||||||
| 183<\/td>\n | Annex\u00a0O (informative)Frame looseness O.1 General O.2 Frame bracing types <\/td>\n<\/tr>\n | ||||||
| 184<\/td>\n | O.3 Looseness <\/td>\n<\/tr>\n | ||||||
| 186<\/td>\n | Annex\u00a0P (informative)Effect of regularly distributed perforations on properties for stiffness <\/td>\n<\/tr>\n | ||||||
| 188<\/td>\n | Annex\u00a0Q (informative)Indication for boxed 2xC beam sections Q.1 General Q.2 Approximate limit values <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" BS EN 15512. Steel static storage systems. Adjustable pallet racking systems. Principles for structural design<\/b><\/p>\n |