{"id":23431,"date":"2023-08-25T11:47:57","date_gmt":"2023-08-25T09:47:57","guid":{"rendered":"https:\/\/www.welandstal.se\/?page_id=23431"},"modified":"2025-11-19T15:51:33","modified_gmt":"2025-11-19T14:51:33","slug":"beregning-av-korte-snofangere","status":"publish","type":"page","link":"https:\/\/www.welandstal.se\/no\/kunnskapsbank\/snosoner-og-belastningsberegning-for-snofangere\/beregning-av-korte-snofangere\/","title":{"rendered":"Beregning av korte sn\u00f8fangere"},"content":{"rendered":"

En sn\u00f8fanger som kun dekker deler av taket blir ofte overbelastet. Under finner du beregning for dette. Tast inn dine opplysninger og se om det kommer til \u00e5 holde. For \u00e5 styrke sn\u00f8fangerne kan avstanden mellom konsollene reduseres fra 1200mm til 600mm.<\/p>\n\n\n\n

\n
\n Form<\/legend>\n \n \t\n \t
\n \t\n \n \n \n \n \n \n \n \n \n \n\t\t\t\t\n\t\t\t\t
<\/td>\n kN\/m\u00b2<\/td>\n <\/tr>\n
<\/td>\n grader<\/td>\n <\/tr>\n
<\/td>\n m<\/td>\n <\/tr>\n
<\/td>\n m<\/td>\n <\/tr>\n
<\/td>\n m<\/td>\n <\/tr>\n
<\/td>\n m<\/td>\n <\/tr>\n \n
6 kN<\/td>\n \n <\/tr>\n

I henhold til EN 1991-1-3:2003 5.3.2 (2) gjelder verdiene i tabell 5.2 for sn\u00f8 som ikke er hindret fra \u00e5 gli av taket.<\/p>\n <\/td>\n <\/tr>\n \n \n \t\t\t<\/table>\n \t\t \t\t\n\t\t\t\t\t<\/td>\n \t\t

\n \t
\n \n

<\/span>\u00b0<\/span>a<\/span><\/p><\/div>\n

<\/span>m<\/span>z<\/span><\/p><\/div>\n

<\/span>m<\/span>y<\/span><\/p><\/div>\n

<\/span>m<\/span>cc<\/span><\/p><\/div>\n

<\/span>m<\/span>x<\/span><\/p><\/div>\n <\/div>\n

= Beregnet flate for last p\u00e5 ytterste b\u00f8yle osv. p\u00e5 kort sn\u00f8r\u00f8mming.<\/p>\n \t\t\t

\u00a0<\/p>\n \t\t\t\t\n \t<\/td>\n <\/tr>\n

\n \t\n
\n \t

G\u00e5 frem som f\u00f8lger for \u00e5 f\u00e5 et resultat:<\/h4>\n
    \n <\/ol> \t\n <\/div>\n <\/td>\n\t\t\t<\/tr>\n

\n \t
\n \n \t\t\t\n \t\t\t\t\n \n \n

RESULTAT<\/h4>\n \n
<\/th>\n \t\t\t<\/tr>\n \t\t\t\n \t\t\t

\"\" Areal = <\/td>\n <\/span>\u00a0m\u00b2<\/td> \n \t<\/tr>\n \t\t\t
Beregnet last p\u00e5 ytterste konsoll:<\/td>\n <\/span>\u00a0Kn<\/td>\n \n \t\t\t\t<\/tr>\n \t\t\t
\n \t
\n
\n \t

Det er tillatt \u00e5 bruke en kort sn\u00f8fanger<\/h4>\n \t<\/div>\n
\n \t

Det er IKKE tillatt \u00e5 bruke en kort sn\u00f8fanger<\/h4>\n \t<\/div>\n <\/td>\n \t\t\t<\/tr>\n \t<\/table>\n <\/div>\n <\/td>\n <\/tr>\n\t\t<\/table>\n\t<\/fieldset>\n<\/form>\n","protected":false},"excerpt":{"rendered":"

En sn\u00f8fanger som kun dekker deler av taket blir ofte overbelastet. Under finner du beregning for dette. Tast inn dine […]<\/p>\n","protected":false},"author":3,"featured_media":0,"parent":23355,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"_acf_changed":false,"footnotes":""},"class_list":["post-23431","page","type-page","status-publish","hentry"],"acf":[],"_links":{"self":[{"href":"https:\/\/www.welandstal.se\/no\/wp-json\/wp\/v2\/pages\/23431","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.welandstal.se\/no\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/www.welandstal.se\/no\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/www.welandstal.se\/no\/wp-json\/wp\/v2\/users\/3"}],"replies":[{"embeddable":true,"href":"https:\/\/www.welandstal.se\/no\/wp-json\/wp\/v2\/comments?post=23431"}],"version-history":[{"count":2,"href":"https:\/\/www.welandstal.se\/no\/wp-json\/wp\/v2\/pages\/23431\/revisions"}],"predecessor-version":[{"id":23433,"href":"https:\/\/www.welandstal.se\/no\/wp-json\/wp\/v2\/pages\/23431\/revisions\/23433"}],"up":[{"embeddable":true,"href":"https:\/\/www.welandstal.se\/no\/wp-json\/wp\/v2\/pages\/23355"}],"wp:attachment":[{"href":"https:\/\/www.welandstal.se\/no\/wp-json\/wp\/v2\/media?parent=23431"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}