BSI 17/30337809 DC:2017 Edition
$24.66
BS EN 15512. Steel static storage systems. Adjustable pallet racking systems. Principles for structural design
| Published By | Publication Date | Number of Pages |
| BSI | 2017 | 190 |
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 13 | 1 Scope 2 Normative references |
| 14 | 3 Terms and definitions |
| 16 | 4 Symbols |
| 19 | 5 Basis of design |
| 32 | 6 Actions and combinations of actions |
| 42 | 7 Partial factors and combination rules |
| 45 | 8 Steel |
| 49 | 9 Structural analysis |
| 85 | 10 Global analysis of beam pallet racks |
| 99 | 11 Serviceability limit states |
| 100 | 12 Marking and labelling – Identification of performance of rack installations 13 Test methods and evaluation of results |
| 108 | Annex A (normative)Testing A.1 Materials tests A.1.1 Tensile test A.1.2 Bend tests |
| 109 | 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 |
| 110 | A.2.1.3 Test arrangement and method – alternative 2 |
| 111 | A.2.1.4 Corrections to the observations A.2.1.5 Derivation of the results |
| 112 | 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 |
| 114 | A.2.3.3 Test Method A.2.3.4 Corrections to the Observations |
| 115 | A.2.3.5 Derivation of the column curve |
| 116 | A.2.4 Bending tests on beam end connectors A.2.4.1 Purpose of the Test |
| 117 | A.2.4.2 Test arrangements |
| 119 | A.2.4.3 Test Procedure A.2.4.4 Corrections to the observations |
| 120 | A.2.4.5 Derivation of the Results and Procedure to define curves |
| 123 | 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 |
| 124 | A.2.5.4 Corrections to the observations A.2.5.5 Derivation of results A.2.5.6 Alternative ‘B’ using two cantilever beams and a central upright |
| 126 | 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 |
| 128 | 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 ‘A’ using two lengths of upright with a central concrete block |
| 131 | A.2.7.3 Alternative ‘B’ using a single length of upright with an end concrete block |
| 133 | A.2.7.4 Corrections to the observations A.2.7.5 Derivation of the Results |
| 134 | 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 |
| 137 | A.2.8.3 Alternative method B using a cross-aisle reversible shear load on a frame |
| 140 | A.2.9 Bending tests on upright sections A.2.9.1 Purpose of the Test A.2.9.2 Test Arrangement |
| 142 | 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 |
| 145 | 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 |
| 146 | A.2.11.2 Test arrangement A.2.11.3 Test method |
| 147 | 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 |
| 148 | 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 |
| 150 | Annex B (informative)Amplified sway method for down-aisle stability analysis B.1 General |
| 151 | B.2 Linear elastic analysis B.3 Elastic critical value B.4 Amplification factor |
| 152 | Annex C (informative)Approximate equations for the design of a regular storage rack in the down-aisle direction C.1 Approximate equation for regular construction |
| 154 | C.2 Additional bending moments due to pattern loading C.3 Design Moments |
| 155 | C.4 Design loads in outer columns |
| 156 | Annex D (informative)Background to the acceptance of materials of low fu/fy ratio(cold reduced steel) |
| 157 | Annex E (informative)Position inaccuracies |
| 158 | Annex F (informative)Equivalent beam loads |
| 160 | Annex G (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 |
| 161 | G.3 Shear stiffness of upright frame G.4 Amplification factor β |
| 164 | Annex H (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 |
| 165 | Annex I (informative)A–deviations I.1 Dutch national legislative deviations I.2 German national legislative deviations |
| 167 | Annex J (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 |
| 168 | J.3 Method for the determination of the critical distortional buckling length J.3.1 Step 1 J.3.2 Step 2 |
| 170 | J.3.3 Step 3 J.3.4 Step 4 |
| 171 | J.3.5 Step 5 J.3.6 Step 6 |
| 173 | Annex K (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 |
| 175 | Annex L (informative)Guidance to modelling spine bracing in braces pallet racking |
| 179 | Annex M (informative)Looseness correction |
| 181 | Annex N (informative)80 % loading examples |
| 183 | Annex O (informative)Frame looseness O.1 General O.2 Frame bracing types |
| 184 | O.3 Looseness |
| 186 | Annex P (informative)Effect of regularly distributed perforations on properties for stiffness |
| 188 | Annex Q (informative)Indication for boxed 2xC beam sections Q.1 General Q.2 Approximate limit values |
