BS ISO 11662-2:2014
$198.66
Mobile cranes. Experimental determination of crane performance – Structural competence under static loading
| Published By | Publication Date | Number of Pages |
| BSI | 2014 | 52 |
This part of ISO 11662 applies to mobile construction-type lifting cranes utilizing
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rope supported, lattice boom attachment or lattice boom, and fly jib attachment (see Annex E, Figure E.3),
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rope supported, mast attachment and mast mounted boom, and fly jib attachment (see Annex E, Figures E.1 and E.2), or
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telescoping boom attachment or telescopic boom and fly jib attachment (see Figure E.4).
Mobile crane manufacturers can use this part of ISO 11662 to verify their design for the mobile crane types illustrated in Figures E.1 through E.4.
This test method is to provide a systematic, non-destructive procedure for determining the stresses induced in crane structures under specified conditions of static loading through the use of resistance-type electric strain gauges, and to specify appropriate acceptance criteria for specified loading conditions.
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 6 | Foreword |
| 7 | Introduction |
| 9 | Section sec_1 Section sec_2 Section sec_3 Section sec_3.1 Section sec_3.2 1 Scope 2 Normative references 3 Terms and definitions |
| 10 | Section sec_3.3 Section sec_3.4 Section sec_3.5 Section sec_3.6 Section sec_3.7 Section sec_3.8 Section sec_3.9 Section sec_3.10 |
| 11 | Section sec_3.11 Section sec_3.12 Section sec_3.13 Section sec_3.14 Section sec_4 4 Symbols and abbreviated terms |
| 13 | Section sec_5 Section sec_5.1 Section sec_5.2 Section sec_6 Section sec_6.1 Section sec_6.2 5 Limitations 6 Method of loading 6.1 Suspended load 6.2 Side load (SL) |
| 14 | Section sec_6.2.1 Section sec_6.2.2 Section sec_6.2.3 Section sec_6.3 Section sec_6.3.1 6.3 Deflection criteria |
| 16 | Figure fig_1 Section sec_6.3.2 |
| 17 | Section sec_6.3.3 Section sec_7 Section sec_7.1 Section sec_7.2 Section sec_7.3 Section sec_7.4 Section sec_7.5 Section sec_7.6 Section sec_7.7 Section sec_7.8 Section sec_8 Section sec_8.1 Section sec_8.2 Section sec_8.3 Section sec_8.4 Section sec_8.5 7 Facilities, apparatus, and material 8 Preparation for test |
| 18 | Section sec_8.6 Section sec_9 Section sec_9.1 Section sec_9.1.1 Section sec_9.1.2 Section sec_9.2 Section sec_9.3 Section sec_9.3.1 Section sec_9.3.2 Section sec_9.3.3 Section sec_9.4 Section sec_9.4.1 Section sec_9.4.2 Section sec_9.4.3 Section sec_9.4.4 9 Test procedure and records 9.1 Final test preparation 9.2 Zero stress condition 9.3 Dead load stress condition 9.4 Working load stress |
| 19 | Section sec_9.5 Section sec_9.5.1 Section sec_9.5.2 Section sec_9.5.3 Section sec_9.5.4 Section sec_9.5.5 Section sec_9.5.6 Section sec_9.5.7 Section sec_10 9.5 Overload test condition 10 Stress evaluation |
| 20 | Table tab_1 Section sec_10.1 Section sec_10.2 Section sec_10.3 10.1 Class I — Uniform stress areas 10.2 Class II — Stress concentration areas 10.3 Class III — Column buckling stress areas |
| 21 | Section sec_10.4 Figure fig_2 10.4 Class IV — Local plate buckling areas |
| 22 | Annex sec_A Annex sec_A.1 Annex sec_A.2 Annex sec_A.3 Annex A (normative) Strength of materials |
| 23 | Figure fig_A.1 Annex sec_A.4 |
| 24 | Figure fig_A.2 Table tab_A.1 |
| 25 | Annex sec_B Annex sec_B.1 Annex sec_B.2 Annex B (normative) Column buckling stress |
| 26 | Table tab_B.1 |
| 27 | Figure fig_B.1 Annex sec_B.3 |
| 28 | Annex sec_B.4 |
| 29 | Table tab_B.2 |
| 31 | Figure fig_B.2 |
| 32 | Annex sec_C Annex C (normative) Test conditions and strength margins |
| 33 | Table tab_C.1 |
| 36 | Table tab_C.2 |
| 39 | Table tab_C.3 |
| 41 | Annex sec_D Figure fig_D.1 Annex D (informative) Report format |
| 42 | Figure fig_D.2 Figure fig_D.3 |
| 43 | Annex sec_E Annex E (informative) Typical crane examples |
| 44 | Table tab_c Figure fig_E.1 |
| 45 | Table tab_d Figure fig_E.2 |
| 46 | Table tab_e Figure fig_E.3 |
| 47 | Figure fig_E.4 |
| 48 | Reference ref_1 Reference ref_2 Reference ref_3 Bibliography |
