{"id":530,"date":"2021-10-04T19:58:21","date_gmt":"2021-10-04T17:58:21","guid":{"rendered":"https:\/\/icab.eu\/pro\/?p=530"},"modified":"2021-10-04T20:09:28","modified_gmt":"2021-10-04T18:09:28","slug":"profiles-calcul-automatique","status":"publish","type":"post","link":"https:\/\/icab.eu\/pro\/profiles-calcul-automatique\/","title":{"rendered":"Importation de profil\u00e9s avec calcul automatique"},"content":{"rendered":"<p>Lors de l&rsquo;importation d&rsquo;une biblioth\u00e8que de profil\u00e9s avec un fichier IGA contenant des <a href=\"https:\/\/www.icab.eu\/doc\/icabforce\/hidd_page_mats.htm\">sections<\/a> normalis\u00e9es, l&rsquo;indication des dimensions et \u00e9paisseurs du profil\u00e9 suffit.<\/p>\n<p>Le calcul des propri\u00e9t\u00e9s physiques sera effectu\u00e9 automatiquement par ICAB lors de l&rsquo;importation avec le param\u00e9trage dans le fichier IGA:<\/p>\n<p><a href=\"https:\/\/www.icab.eu\/doc\/icabforce\/iga\/icab_iga_prop.htm\"><i>PROPERTY(TYPE=BEAM_LINEAR,<strong>CALC=ALL<\/strong>)<\/i><\/a><\/p>\n<p>Exemple de fichier IGA:<\/p>\n<pre>PROPERTY(TYPE=BEAM_LINEAR,CALC=ALL)\r\n1,\"IPE100\"; \/\/ BEAM_LINEAR poutre droite [IPE100]\r\nSECTION=6, \/\/ h100 b55 tw4.1 tf5.7 r7 IPE HEA,C,M HL,P,D normalis\u00e9 afnor\r\nTKY= 55, \/\/ mm dimension Y (largeur b)\r\nTKZ= 100, \/\/ mm dimension Z (hauteur h)\r\nEA= 4.1, \/\/ mm \u00c9paisseur de l'\u00e2me (tw)\r\nTF= 5.7, \/\/ mm \u00c9paisseur des semelles (tf)\r\nRR= 7, \/\/ mm Rayon de raccordement (r)\r\n;<\/pre>\n<p>Apr\u00e8s importation, le projet contient les caract\u00e9ristiques calcul\u00e9es:<\/p>\n<p>AR= 1032.32, \/\/ mm2 aire de la section (A)<br \/>\nIYY= 1.71012E6, \/\/ mm4 moment d&rsquo;inertie Y<br \/>\nIZZ= 159.187E3, \/\/ mm4 moment d&rsquo;inertie Z<br \/>\nTC= 12.0881E3, \/\/ mm4 constante de torsion J<br \/>\nIW= 351.378E6, \/\/ mm6 moment de gauchissement<br \/>\nIVY= 34.2024E3, \/\/ mm3 module de flexion \u00e9lastique (I\/vy=Wel.y)<br \/>\nIVZ= 5788.61, \/\/ mm3 module de flexion \u00e9lastique (I\/vz=Wel.z)<br \/>\nITC= 2120.73, \/\/ mm3 module de torsion pour Mx (J\/r)<br \/>\nSP= 19.7034E3, \/\/ mm3 moment statique Y (Wpl.y\/2)<br \/>\nSPZ= 4572.79, \/\/ mm3 moment statique Z (Wpl.z\/2)<br \/>\nSRY= 1.53503, \/\/ :: facteur de cisaillement Ty<br \/>\nSRZ= 2.03016, \/\/ :: facteur de cisaillement Tz<br \/>\nARY= 672.51, \/\/ mm2 aire de cisaillement (Av.y)<br \/>\nARZ= 508.492, \/\/ mm2 aire de cisaillement (Av.z)<br \/>\nIL= 403.882, \/\/ mm2\/mm surface mouill\u00e9e lin\u00e9ique<\/p>\n<p>&nbsp;<\/p>\n<p>T\u00e9l\u00e9charger l&rsquo;exemple complet avec variante de changement d&rsquo;unit\u00e9s mm ou cm <a href=\"https:\/\/icab.eu\/pro\/wp-content\/uploads\/2021\/10\/poutre_iga_calc.zip\">poutre_iga_calc.zip<\/a><br \/>\nNB: ouvrir les fichiers IGA en fichier texte de type TXT, par exemple avec Notepad (ICAB, Fichier\/\u00e9diteur bloc-note).<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Lors de l&rsquo;importation d&rsquo;une biblioth\u00e8que de profil\u00e9s avec un fichier IGA contenant des sections normalis\u00e9es, l&rsquo;indication des dimensions et \u00e9paisseurs du profil\u00e9 suffit. Le calcul des propri\u00e9t\u00e9s physiques sera effectu\u00e9 automatiquement par ICAB lors de l&rsquo;importation avec le param\u00e9trage dans le fichier IGA: PROPERTY(TYPE=BEAM_LINEAR,CALC=ALL) Exemple de fichier IGA: PROPERTY(TYPE=BEAM_LINEAR,CALC=ALL) 1,\u00a0\u00bbIPE100&Prime;; \/\/ BEAM_LINEAR poutre droite [IPE100] [&hellip;]<\/p>\n","protected":false},"author":2,"featured_media":0,"comment_status":"closed","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"_bbp_topic_count":0,"_bbp_reply_count":0,"_bbp_total_topic_count":0,"_bbp_total_reply_count":0,"_bbp_voice_count":0,"_bbp_anonymous_reply_count":0,"_bbp_topic_count_hidden":0,"_bbp_reply_count_hidden":0,"_bbp_forum_subforum_count":0,"footnotes":""},"categories":[3,12],"tags":[],"class_list":["post-530","post","type-post","status-publish","format-standard","hentry","category-icab","category-icab-force"],"_links":{"self":[{"href":"https:\/\/icab.eu\/pro\/wp-json\/wp\/v2\/posts\/530","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/icab.eu\/pro\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/icab.eu\/pro\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/icab.eu\/pro\/wp-json\/wp\/v2\/users\/2"}],"replies":[{"embeddable":true,"href":"https:\/\/icab.eu\/pro\/wp-json\/wp\/v2\/comments?post=530"}],"version-history":[{"count":5,"href":"https:\/\/icab.eu\/pro\/wp-json\/wp\/v2\/posts\/530\/revisions"}],"predecessor-version":[{"id":536,"href":"https:\/\/icab.eu\/pro\/wp-json\/wp\/v2\/posts\/530\/revisions\/536"}],"wp:attachment":[{"href":"https:\/\/icab.eu\/pro\/wp-json\/wp\/v2\/media?parent=530"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/icab.eu\/pro\/wp-json\/wp\/v2\/categories?post=530"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/icab.eu\/pro\/wp-json\/wp\/v2\/tags?post=530"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}