{"id":11865,"date":"2026-06-30T05:59:36","date_gmt":"2026-06-30T05:59:36","guid":{"rendered":"https:\/\/www.kscranegroup.com\/?post_type=posts&#038;p=11865"},"modified":"2026-06-30T06:08:57","modified_gmt":"2026-06-30T06:08:57","slug":"overhead-crane-wire-rope-sizing-without-tables","status":"publish","type":"posts","link":"https:\/\/www.kscranegroup.com\/sv\/posts\/overhead-crane-wire-rope-sizing-without-tables\/","title":{"rendered":"Dimensionering av st\u00e5llina f\u00f6r traverskranar utan tabeller \u2013 en f\u00e4ltingenj\u00f6rs snabbformelmetod"},"content":{"rendered":"<div class=\"wp-block-rank-math-toc-block\" id=\"rank-math-toc\"><p>Inneh\u00e5llsf\u00f6rteckning<\/p><nav><ul><li><a href=\"#1-determine-the-overhead-crane-wire-rope-safety-factor\">1. Best\u00e4m s\u00e4kerhetsfaktorn f\u00f6r traverskranens vajer<\/a><\/li><li><a href=\"#2-identify-the-overhead-crane-wire-rope-class\">2. Identifiera kabelklassen f\u00f6r traverskranar<\/a><ul><li><a href=\"#class-a-linear-contact-preferred-for-crane-hoisting\">Klass A \u2014 Linj\u00e4r kontakt (f\u00f6redras f\u00f6r kranlyftning)<\/a><\/li><li><a href=\"#class-b-point-contact-secondary-applications\">Klass B \u2014 Punktkontakt (sekund\u00e4ra till\u00e4mpningar)<\/a><\/li><\/ul><\/li><li><a href=\"#3-the-quick-diameter-formula-for-overhead-crane-wire-rope-sizing\">3. Snabbdiameterformeln f\u00f6r dimensionering av vajer f\u00f6r traverskranar<\/a><ul><li><a href=\"#adjusting-for-different-tensile-grades\">Justering f\u00f6r olika dragh\u00e5llfasthetsgrader<\/a><\/li><\/ul><\/li><li><a href=\"#4-rope-weight-estimation\">4. Uppskattning av repvikt<\/a><\/li><li><a href=\"#5-back-calculating-capacity-from-an-existing-rope\">5. Ber\u00e4kning av kapacitet fr\u00e5n ett befintligt rep<\/a><\/li><li><a href=\"#6-overhead-crane-wire-rope-end-termination-methods\">6. Metoder f\u00f6r \u00e4ndterminering av kabelvajer f\u00f6r traverskranar<\/a><\/li><li><a href=\"#appendix-class-b-coefficients-point-contact-ropes\">Bilaga: Klass B-koefficienter (punktkontaktlinor)<\/a><\/li><\/ul><\/nav><\/div>\n\n\n\n<p>N\u00e4r du \u00e4r p\u00e5 en arbetsplats eller i ett projektm\u00f6te och n\u00e5gon fr\u00e5gar &quot;vilken diameter p\u00e5 traverskranvajer beh\u00f6ver jag f\u00f6r X ton?&quot;, kanske du inte har GB\/T 20118 eller ISO 2408 till hands. Den h\u00e4r artikeln presenterar en koefficientbaserad snabbformel f\u00f6r traverskranvajer i klass 6\u00d719 och 6\u00d736 \u2013 de tv\u00e5 familjer som t\u00e4cker \u00f6ver 90% av kranlyftapplikationer. Metoden har verifierats mot GB\/T 20118-2017 standardtabeller med en felmarginal inom 2%.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\" id=\"1-determine-the-overhead-crane-wire-rope-safety-factor\">1. Best\u00e4m s\u00e4kerhetsfaktorn f\u00f6r traverskranens vajer<\/h2>\n\n\n\n<p>S\u00e4kerhetsfaktorn \u00e4r f\u00f6rh\u00e5llandet mellan repets minsta brottkraft och den totala arbetsbelastningen.<\/p>\n\n\n\n<figure class=\"wp-block-table\"><table><thead><tr><th>Ans\u00f6kan<\/th><th>Minsta s\u00e4kerhetsfaktor<\/th><\/tr><\/thead><tbody><tr><td>Statisk avstr\u00e4vning \/ staglinor (permanent sp\u00e4nning)<\/td><td>3<\/td><\/tr><tr><td>Manuell lyftutrustning<\/td><td>4<\/td><\/tr><tr><td>Motordriven lyftutrustning<\/td><td>5\u20136<\/td><\/tr><tr><td>Krandesign<\/td><td>Enligt GB\/T 3811 krandesignkod<\/td><\/tr><\/tbody><\/table><figcaption class=\"wp-element-caption\">S\u00e4kerhetsfaktor f\u00f6r kabelvajer f\u00f6r traverskranar<\/figcaption><\/figure>\n\n\n\n<figure class=\"wp-block-image size-large\"><img loading=\"lazy\" decoding=\"async\" width=\"1217\" height=\"1293\" src=\"https:\/\/www.kscranegroup.com\/wp-content\/uploads\/2026\/06\/1Determine-the-Safety-Factor-of-overhead-crane-wire-rope.png\" alt=\"\" class=\"wp-image-11861\"\/><\/figure>\n\n\n\n<p>F\u00f6r generella lyft med motordriven utrustning, standardinst\u00e4llningen \u00e4r 5 eller 6. N\u00e4r lasten inneb\u00e4r personal\u00e5tkomst eller h\u00e4nger \u00f6ver kritisk infrastruktur, g\u00e5 h\u00f6gre.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\" id=\"2-identify-the-overhead-crane-wire-rope-class\">2. Identifiera kabelklassen f\u00f6r traverskranar<\/h2>\n\n\n\n<h3 class=\"wp-block-heading\" id=\"class-a-linear-contact-preferred-for-crane-hoisting\">Klass A \u2014 Linj\u00e4r kontakt (f\u00f6redras f\u00f6r kranlyftning)<\/h3>\n\n\n\n<p>Karakt\u00e4rer i klass 6\u00d719 och klass 6\u00d736. Tr\u00e5darna inom varje karakt\u00e4r \u00e4r arrangerade s\u00e5 att kontakten sker l\u00e4ngs linjer snarare \u00e4n i punkter, vilket f\u00f6rdelar sp\u00e4nningen j\u00e4mnare och ger b\u00e4ttre utmattningsh\u00e5llbarhet. Dessa \u00e4r standardvalet f\u00f6r kranlyftmekanismer.<\/p>\n\n\n\n<p>Vanliga konstruktioner: 6\u00d719S-FC, 6\u00d719S-IWRC, 6\u00d736WS-FC, 6\u00d736WS-IWRC, 6\u00d717S, 6\u00d721S, 6\u00d721F, 6\u00d726WS, 6\u00d719W, 6\u00d725F, 6\u00d731WS, 6\u00d729F, 6\u00d737FS, 6\u00d741WS, 6\u00d746WS, 6\u00d749SWS, 6\u00d755SWS.<\/p>\n\n\n\n<figure class=\"wp-block-table\"><table><thead><tr><th>Koda<\/th><th>Menande<\/th><th>Karakteristisk<\/th><\/tr><\/thead><tbody><tr><td>W<\/td><td>Warrington (alternerande tr\u00e5dstorlekar i det yttre lagret)<\/td><td>God flexibilitet<\/td><\/tr><tr><td>S<\/td><td>Seale (grov yttertr\u00e5d)<\/td><td>Bra n\u00f6tningsbest\u00e4ndighet<\/td><\/tr><tr><td>F<\/td><td>Fyllnadstr\u00e5d (sm\u00e5 fyllnadstr\u00e5dar mellan lagren)<\/td><td>Kompakt struktur<\/td><\/tr><tr><td>WS<\/td><td>Warrington-Seale-komposit<\/td><td>B\u00e4sta balansen mellan flexibilitet och utmattningsbest\u00e4ndighet \u2014 vanligast i kranar<\/td><\/tr><tr><td>FC<\/td><td>Fiberk\u00e4rna<\/td><td>Lagrar sm\u00f6rjmedel, mer flexibelt<\/td><\/tr><tr><td>IWRC<\/td><td>Oberoende st\u00e5lvajerk\u00e4rna (st\u00e5l)<\/td><td>H\u00f6gre brottstyrka \u2014 ungef\u00e4r 1,08 g\u00e5nger FC-ekvivalenten<\/td><\/tr><\/tbody><\/table><figcaption class=\"wp-element-caption\">Kranvajerens egenskaper<\/figcaption><\/figure>\n\n\n\n<h3 class=\"wp-block-heading\" id=\"class-b-point-contact-secondary-applications\">Klass B \u2014 Punktkontakt (sekund\u00e4ra till\u00e4mpningar)<\/h3>\n\n\n\n<p>Klass 6\u00d719M och klass 6\u00d737M. Tr\u00e5darna korsar varandra vid diskreta punkter, vilket skapar sp\u00e4nningskoncentrationer och l\u00e4gre utmattningsbest\u00e4ndighet. Anv\u00e4nds fr\u00e4mst f\u00f6r statiska staglinor och sekund\u00e4ra till\u00e4mpningar.<\/p>\n\n\n\n<p>Vanliga konstruktioner: 6\u00d719M-FC, 6\u00d719M-IWRC, 6\u00d737M-FC, 6\u00d737M-IWRC.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\" id=\"3-the-quick-diameter-formula-for-overhead-crane-wire-rope-sizing\">3. Snabbdiameterformeln f\u00f6r dimensionering av vajer f\u00f6r traverskranar<\/h2>\n\n\n\n<p>F\u00f6r klass A, dragh\u00e5llfasthetskvalitet 1770 MPa, Fiber Core \u2014 den vanligaste vajerkonfigurationen f\u00f6r traverskranar:<\/p>\n\n\n\n<p>d \u2265 \u221a(T \u00f7 k)<\/p>\n\n\n\n<ul>\n<li>d\u00e4r: k = 0,06<\/li>\n\n\n\n<li>T = s\u00e4ker arbetsbelastning per rep (ton)<\/li>\n\n\n\n<li>d = nominell repdiameter (mm)<\/li>\n<\/ul>\n\n\n\n<p>Enkelt uttryckt: d\u00b2 \u00d7 0,06 = T. Kvadraten av repdiametern i millimeter multiplicerad med 0,06 \u00e4r lika med den s\u00e4kra arbetskapaciteten i ton.<\/p>\n\n\n\n<p><strong>Exempel:<\/strong> En 10-tons lyft i ett stycke kr\u00e4ver d = \u221a(10 \u00f7 0,06) = \u221a166,7 \u2248 12,9 mm \u2192 avrunda upp\u00e5t till <strong>13 mm<\/strong> fr\u00e5n standarddiameterserien.<\/p>\n\n\n\n<p>Standarddiameterserien (mm) f\u00f6r klass A: 8, 9, 10, 11, 12, 13, 14, 15, 16, 18, 20, 22, 24, 26, 28, 30, 32, 34, 36, 38, 40, 42, 44, 46, 48, 50, 52, 54, 56. (6 och 7 mm finns men \u00e4r s\u00e4llsynta vid kranlyftning; 58 och 60 mm beror p\u00e5 specifik konstruktion.)<\/p>\n\n\n\n<h3 class=\"wp-block-heading\" id=\"adjusting-for-different-tensile-grades\">Justering f\u00f6r olika dragh\u00e5llfasthetsgrader<\/h3>\n\n\n\n<p>Baskoefficienten k = 0,06 g\u00e4ller f\u00f6r 1770 MPa. F\u00f6r varje lutningssteg p\u00e5 cirka 90\u2013100 MPa, justera med \u00b10,003:<\/p>\n\n\n\n<p>Upp\u00e5tg\u00e5ende i h\u00f6jd: k_i = 0,06 + 0,003 \u00d7 i<\/p>\n\n\n\n<p>Flytta NER i lutning: k_i = 0,06 \u2013 (0,003 \u00d7 i + 0,001)<\/p>\n\n\n\n<p>D\u00e4r i = 0 vid 1770 MPa. Dragh\u00e5llfasthetsserien: 1570 \u2192 1670 \u2192 1770 \u2192 1870 \u2192 1960 \u2192 2160 MPa.<\/p>\n\n\n\n<figure class=\"wp-block-table\"><table><thead><tr><th>Dragh\u00e5llfasthet (MPa)<\/th><th>Fiberk\u00e4rna k<\/th><th>St\u00e5lk\u00e4rna k (= FC \u00d7 1,08)<\/th><\/tr><\/thead><tbody><tr><td>1570<\/td><td>0.053<\/td><td>0.057<\/td><\/tr><tr><td>1670<\/td><td>0.056<\/td><td>0.061<\/td><\/tr><tr><td>1770<\/td><td>0.060<\/td><td>0.064<\/td><\/tr><tr><td>1870<\/td><td>0.063<\/td><td>0.068<\/td><\/tr><tr><td>1960<\/td><td>0.066<\/td><td>0.071<\/td><\/tr><tr><td>2160<\/td><td>0.073 <\/td><td>0.079<\/td><\/tr><\/tbody><\/table><figcaption class=\"wp-element-caption\">J\u00e4mf\u00f6relsetabell f\u00f6r kranvajers dragh\u00e5llfasthet och djup<\/figcaption><\/figure>\n\n\n\n<p><strong>Specialfall f\u00f6r 2160 MPa fiberk\u00e4rna:<\/strong> Det ber\u00e4knade v\u00e4rdet \u00e4r 0,072, men den verifierade koefficienten \u00e4r 0,073 \u2014 l\u00e4gg till ytterligare 0,001. Detta undantag g\u00e4ller endast f\u00f6r sort 2160.<\/p>\n\n\n\n<p><strong>Exempel:<\/strong> F\u00f6r en fiberk\u00e4rna p\u00e5 1870 MPa (i = 1), k = 0,06 + 0,003 = 0,063. Samma 10-tons last: d = \u221a(10 \u00f7 0,063) = \u221a158,7 \u2248 12,6 mm \u2192 avrunda upp\u00e5t till 13 mm.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\" id=\"4-rope-weight-estimation\">4. Uppskattning av repvikt<\/h2>\n\n\n\n<p>N\u00e4r diametern \u00e4r vald, ungef\u00e4rlig vikt per 100 meter:<\/p>\n\n\n\n<p>m_FC = 0,38 \u00d7 d\u00b2 (fiberk\u00e4rna, klass A)<\/p>\n\n\n\n<p>m_IWRC = 0,418 \u00d7 d\u00b2 (st\u00e5lk\u00e4rna, klass A)<\/p>\n\n\n\n<p>D\u00e4r m \u00e4r vikt (kg per 100 m) och d \u00e4r diameter (mm). Viktkoefficienterna \u00e4r oberoende av dragh\u00e5llfasthet.<\/p>\n\n\n\n<p><strong>Exempel:<\/strong> 13 mm fiberk\u00e4rnrep \u2192 m = 0,38 \u00d7 169 = 64 kg per 100 m. Ett 30 meter l\u00e5ngt fall v\u00e4ger cirka 19 kg.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\" id=\"5-back-calculating-capacity-from-an-existing-rope\">5. Ber\u00e4kning av kapacitet fr\u00e5n ett befintligt rep<\/h2>\n\n\n\n<p>N\u00e4r du st\u00f6ter p\u00e5 ett rep p\u00e5 plats utan identifiering \u2013 utan certifikat, utan etikett, utan m\u00e4rkning \u2013 m\u00e4t dess faktiska diameter och uppskatta dess s\u00e4kra arbetsbelastning:<\/p>\n\n\n\n<p>F = 0,06 \u00d7 d\u00b2 (ton, klass A, 1770 MPa, fiberk\u00e4rna)<\/p>\n\n\n\n<p><strong>Exempel:<\/strong> Ett hittat rep m\u00e4ter 16 mm. F = 0,06 \u00d7 256 = 15,4 ton s\u00e4ker arbetsbelastning (f\u00f6rutsatt 1770 MPa, klass A, FC). F\u00f6r st\u00e5lk\u00e4rna: multiplicera med 1,08 \u2192 16,6 ton.<\/p>\n\n\n\n<p><strong>Viktig:<\/strong> Denna bak\u00e5tber\u00e4kning f\u00f6ruts\u00e4tter ett nytt rep i tillverkat skick. Den tar inte h\u00e4nsyn till slitage, korrosion, trasiga vajrar eller utmattningsskador. Utf\u00f6r alltid en noggrann visuell inspektion och kontrollera mot kasseringskriterierna innan du f\u00f6rlitar dig p\u00e5 ett hittat rep f\u00f6r lyft.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\" id=\"6-overhead-crane-wire-rope-end-termination-methods\">6. Metoder f\u00f6r \u00e4ndterminering av kabelvajer f\u00f6r traverskranar<\/h2>\n\n\n\n<figure class=\"wp-block-image size-large\"><img loading=\"lazy\" decoding=\"async\" width=\"1463\" height=\"1075\" src=\"https:\/\/www.kscranegroup.com\/wp-content\/uploads\/2026\/06\/2Overhead-Crane-Wire-Rope-End-Termination-Methods.png\" alt=\"\" class=\"wp-image-11862\"\/><\/figure>\n\n\n\n<figure class=\"wp-block-table\"><table><thead><tr><th>Metod<\/th><th>Standard<\/th><th>Nyckelregel<\/th><\/tr><\/thead><tbody><tr><td><strong>Vajerkl\u00e4mmor<\/strong><\/td><td>GB\/T 5976<\/td><td>d \u2264 16 \u2192 3 klipp; 16 &lt; d \u2264 20 \u2192 4 klipp; 20 &lt; d \u2264 26 \u2192 5 klipp; d &gt; 26 \u2192 6 klipp. Klippavst\u00e5nd = (5\u20136) \u00d7 d<\/td><\/tr><tr><td><strong>Kilhylsa<\/strong><\/td><td>GB\/T 5793<\/td><td>Linda svansen t\u00e4tt bakom kilen; kinesisk standard kr\u00e4ver inte ett reservkl\u00e4mma, men amerikansk praxis (ASME B30.5) l\u00e4gger till ett bakom kilen f\u00f6r extra s\u00e4kerhet<\/td><\/tr><tr><td><strong>Aluminiumhylsa (smedjning)<\/strong><\/td><td>\u2014<\/td><td>Kr\u00e4ver hydraulisk press; verifierbar genom deformationsm\u00e4tning<\/td><\/tr><tr><td><strong>Skarvning<\/strong><\/td><td>\u2014<\/td><td>Handskarvat \u00f6ga; traditionellt, minskande industriellt bruk<\/td><\/tr><tr><td><strong>Konisk hylsa (gjuten zink\/harts)<\/strong><\/td><td>\u2014<\/td><td>H\u00f6gh\u00e5llfast avslutning f\u00f6r rep med stor diameter<\/td><\/tr><\/tbody><\/table><figcaption class=\"wp-element-caption\">J\u00e4mf\u00f6relsetabell f\u00f6r standardj\u00e4mf\u00f6relse av kabelf\u00e4sten f\u00f6r traverskranar<\/figcaption><\/figure>\n\n\n\n<figure class=\"wp-block-image size-large\"><img loading=\"lazy\" decoding=\"async\" width=\"1319\" height=\"1193\" src=\"https:\/\/www.kscranegroup.com\/wp-content\/uploads\/2026\/06\/3Overhead-Crane-Wire-Rope-End-Termination-Methods1.png\" alt=\"\" class=\"wp-image-11863\"\/><\/figure>\n\n\n\n<figure class=\"wp-block-image size-large\"><img loading=\"lazy\" decoding=\"async\" width=\"1011\" height=\"706\" src=\"https:\/\/www.kscranegroup.com\/wp-content\/uploads\/2026\/06\/4Overhead-Crane-Wire-Rope-End-Termination-Methods2.jpg\" alt=\"\" class=\"wp-image-11864\"\/><\/figure>\n\n\n\n<h2 class=\"wp-block-heading\" id=\"appendix-class-b-coefficients-point-contact-ropes\">Bilaga: Klass B-koefficienter (punktkontaktlinor)<\/h2>\n\n\n\n<p>F\u00f6r punktkontaktlinor i klass 6\u00d719M och 6\u00d737M, vilka anv\u00e4nds betydligt mindre vid kranlyftning:<\/p>\n\n\n\n<figure class=\"wp-block-table\"><table><thead><tr><th>Parameter<\/th><th>Symbol<\/th><th>V\u00e4rde (FC, 1770 MPa)<\/th><\/tr><\/thead><tbody><tr><td>Baskoefficient<\/td><td>k<\/td><td>0.053<\/td><\/tr><tr><td>Lutningsjustering<\/td><td>k_i<\/td><td>0,053 \u00b1 0,003 \u00d7 i (symmetrisk, ingen extra -0,001)<\/td><\/tr><tr><td>Viktkoefficient (FC)<\/td><td>w1<\/td><td>0.35<\/td><\/tr><tr><td>Viktkoefficient (IWRC)<\/td><td>w2<\/td><td>0.40<\/td><\/tr><tr><td>S\u00e4ker kapacitet (FC)<\/td><td>F<\/td><td>0,053 \u00d7 d\u00b2 (ton)<\/td><\/tr><\/tbody><\/table><figcaption class=\"wp-element-caption\">Styrka hos klass B-kranvajer<\/figcaption><\/figure>\n\n\n\n<p><strong>Exempel f\u00f6r klass B, 1570 MPa:<\/strong> k = 0,053 \u2013 (0,003 \u00d7 2) = 0,047.<\/p>\n\n\n\n<p><strong>Refererade standarder (<a href=\"https:\/\/openstd.samr.gov.cn\/bzgk\/std\/std_list?p.p1=0&amp;p.p90=circulation_date&amp;p.p91=desc&amp;p.p2=%E8%B5%B7%E9%87%8D%E6%9C%BA\" target=\"_blank\" rel=\"noopener\">Fr\u00e5ga om kinesiska kranstandarder<\/a>):<\/strong><\/p>\n\n\n\n<ul>\n<li>GB\/T 20118-2017 \u2014 St\u00e5llinor f\u00f6r allm\u00e4nna \u00e4ndam\u00e5l (auktoritativ k\u00e4lla f\u00f6r exakta minsta brottkraftsv\u00e4rden)<\/li>\n\n\n\n<li>GB\/T 5793-2006 \u2014 Kilhylsor f\u00f6r st\u00e5llina<\/li>\n\n\n\n<li>GB\/T 5976-2006 \u2014 Vajerkl\u00e4mmor<\/li>\n<\/ul>\n\n\n\n<p><strong>Metodens noggrannhet:<\/strong> Verifierad mot GB\/T 20118-2017 standardtabeller. Felet ligger generellt inom 2% f\u00f6r de repkonstruktioner som omfattas. Detta \u00e4r en praktisk f\u00e4ltmetod \u2013 f\u00f6r slutgiltiga tekniska specifikationer, verifiera alltid mot den fullst\u00e4ndiga standarden.<\/p>\n\n\n\n<p>Om du vill l\u00e4ra dig mer om s\u00e4kerheten hos kranvajer kan du l\u00e4sa den h\u00e4r artikeln: <a href=\"https:\/\/www.kscranegroup.com\/sv\/posts\/replacement-and-installing-wire-rope-on-crane\/\">Byte och montering av st\u00e5llina p\u00e5 kran: Viktiga \u00f6verv\u00e4ganden och tips f\u00f6r l\u00e5ngsiktig h\u00e5llbarhet<\/a><\/p>","protected":false},"excerpt":{"rendered":"When you are on a job site or in a project meeting and someone asks &#8220;what diameter overhead crane wire rope do I need for X tonnes?&#8221;, you may not have GB\/T 20118 or ISO 2408 at hand. This article pres","protected":false},"featured_media":11873,"parent":0,"menu_order":0,"template":"single-SEO-Table.php","posts_category":[189],"posts_tag":[816,801,817,815,121,820,818,814,813,819],"acf":[],"_links":{"self":[{"href":"https:\/\/www.kscranegroup.com\/sv\/wp-json\/wp\/v2\/xmxposts\/11865"}],"collection":[{"href":"https:\/\/www.kscranegroup.com\/sv\/wp-json\/wp\/v2\/xmxposts"}],"about":[{"href":"https:\/\/www.kscranegroup.com\/sv\/wp-json\/wp\/v2\/types\/posts"}],"version-history":[{"count":5,"href":"https:\/\/www.kscranegroup.com\/sv\/wp-json\/wp\/v2\/xmxposts\/11865\/revisions"}],"predecessor-version":[{"id":11876,"href":"https:\/\/www.kscranegroup.com\/sv\/wp-json\/wp\/v2\/xmxposts\/11865\/revisions\/11876"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/www.kscranegroup.com\/sv\/wp-json\/wp\/v2\/media\/11873"}],"wp:attachment":[{"href":"https:\/\/www.kscranegroup.com\/sv\/wp-json\/wp\/v2\/media?parent=11865"}],"wp:term":[{"taxonomy":"posts_category","embeddable":true,"href":"https:\/\/www.kscranegroup.com\/sv\/wp-json\/wp\/v2\/posts_category?post=11865"},{"taxonomy":"posts_tag","embeddable":true,"href":"https:\/\/www.kscranegroup.com\/sv\/wp-json\/wp\/v2\/posts_tag?post=11865"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}