{"id":265002,"date":"2024-10-19T17:40:28","date_gmt":"2024-10-19T17:40:28","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bs-iso-11662-22014\/"},"modified":"2024-10-25T13:35:32","modified_gmt":"2024-10-25T13:35:32","slug":"bs-iso-11662-22014","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bs-iso-11662-22014\/","title":{"rendered":"BS ISO 11662-2:2014"},"content":{"rendered":"
This part of ISO 11662 applies to mobile construction-type lifting cranes utilizing<\/p>\n
rope supported, lattice boom attachment or lattice boom, and fly jib attachment (see Annex E, Figure E.3),<\/p>\n<\/li>\n
rope supported, mast attachment and mast mounted boom, and fly jib attachment (see Annex E, Figures E.1 and E.2), or<\/p>\n<\/li>\n
telescoping boom attachment or telescopic boom and fly jib attachment (see Figure E.4).<\/p>\n<\/li>\n<\/ol>\n
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.<\/p>\n
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.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
6<\/td>\n | Foreword <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | Introduction <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | Section sec_1 Section sec_2 Section sec_3 Section sec_3.1 Section sec_3.2 1\tScope 2\tNormative references 3\tTerms and definitions <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
11<\/td>\n | Section sec_3.11 Section sec_3.12 Section sec_3.13 Section sec_3.14 Section sec_4 4\tSymbols and abbreviated terms <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | Section sec_5 Section sec_5.1 Section sec_5.2 Section sec_6 Section sec_6.1 Section sec_6.2 5\tLimitations 6\tMethod of loading 6.1\tSuspended load 6.2\tSide load (SL) <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | 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\tDeflection criteria <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | Figure fig_1 Section sec_6.3.2 <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | 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\tFacilities, apparatus, and material 8\tPreparation for test <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | 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\tTest procedure and records 9.1\tFinal test preparation 9.2\tZero stress condition 9.3\tDead load stress condition 9.4\tWorking load stress <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | 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\tOverload test condition 10\tStress evaluation <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | Table tab_1 Section sec_10.1 Section sec_10.2 Section sec_10.3 10.1\tClass I \u2014 Uniform stress areas 10.2\tClass II \u2014 Stress concentration areas 10.3\tClass III \u2014 Column buckling stress areas <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | Section sec_10.4 Figure fig_2 10.4\tClass IV \u2014 Local plate buckling areas <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | Annex sec_A Annex sec_A.1 Annex sec_A.2 Annex sec_A.3 Annex\u00a0A \n(normative)<\/p>\n Strength of materials <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | Figure fig_A.1 Annex sec_A.4 <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | Figure fig_A.2 Table tab_A.1 <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | Annex sec_B Annex sec_B.1 Annex sec_B.2 Annex\u00a0B \n(normative)<\/p>\n Column buckling stress <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | Table tab_B.1 <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | Figure fig_B.1 Annex sec_B.3 <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | Annex sec_B.4 <\/td>\n<\/tr>\n | ||||||
29<\/td>\n | Table tab_B.2 <\/td>\n<\/tr>\n | ||||||
31<\/td>\n | Figure fig_B.2 <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | Annex sec_C Annex\u00a0C \n(normative)<\/p>\n Test conditions and strength margins <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | Table tab_C.1 <\/td>\n<\/tr>\n | ||||||
36<\/td>\n | Table tab_C.2 <\/td>\n<\/tr>\n | ||||||
39<\/td>\n | Table tab_C.3 <\/td>\n<\/tr>\n | ||||||
41<\/td>\n | Annex sec_D Figure fig_D.1 Annex\u00a0D \n(informative)<\/p>\n Report format <\/td>\n<\/tr>\n | ||||||
42<\/td>\n | Figure fig_D.2 Figure fig_D.3 <\/td>\n<\/tr>\n | ||||||
43<\/td>\n | Annex sec_E Annex\u00a0E \n(informative)<\/p>\n Typical crane examples <\/td>\n<\/tr>\n | ||||||
44<\/td>\n | Table tab_c Figure fig_E.1 <\/td>\n<\/tr>\n | ||||||
45<\/td>\n | Table tab_d Figure fig_E.2 <\/td>\n<\/tr>\n | ||||||
46<\/td>\n | Table tab_e Figure fig_E.3 <\/td>\n<\/tr>\n | ||||||
47<\/td>\n | Figure fig_E.4 <\/td>\n<\/tr>\n | ||||||
48<\/td>\n | Reference ref_1 Reference ref_2 Reference ref_3 Bibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Mobile cranes. Experimental determination of crane performance – Structural competence under static loading<\/b><\/p>\n |