{"id":95418,"date":"2016-03-01T21:05:00","date_gmt":"2016-03-01T20:05:00","guid":{"rendered":"https:\/\/sdcverifier.com\/sin-categoria\/ejemplo-g-4-acero-rapido-rectangular-a-cortante\/"},"modified":"2016-03-01T21:05:00","modified_gmt":"2016-03-01T20:05:00","slug":"ejemplo-g-4-acero-rapido-rectangular-a-cortante","status":"publish","type":"post","link":"https:\/\/sdcverifier.com\/es\/benchmarks\/ejemplo-g-4-acero-rapido-rectangular-a-cortante\/","title":{"rendered":"Ejemplo G.4 Acero r\u00e1pido rectangular a cortante"},"content":{"rendered":"<p class=\"paragraph\">Los resultados se generan con SDC Verifier 3.6 y se calculan con FEMAP v11.0.0<\/p>\n<p class=\"paragraph\"><b>Tarea:<\/b><\/p>\n<p class=\"paragraph\">Determine la resistencia a cortante disponible y la adecuaci\u00f3n del miembro HSS6\u00d74\u00d7\u00be ASTM A500 Grado B con cortantes en los extremos de 11,0 kips de carga muerta y 33,0 kips de carga viva &gt;. La viga est\u00e1 orientada con el cortante paralelo a la dimensi\u00f3n de 6 pulg.  <\/p>\n<p><span data-teams=\"true\"><div class=\"su-spacer\" style=\"height:20px\"><\/div><\/span><\/p>\n<p class=\"paragraph\"><b>Soluci\u00f3n:<\/b><\/p>\n<p class=\"paragraph\">A partir de la tabla 2-4 del manual AISC, las propiedades de los materiales son las siguientes:<\/p>\n<ul>\n<li class=\"paragraph\">ASTM A500 Grado B<\/li>\n<li class=\"paragraph\"><sub>Fy<\/sub> = 46 ksi<\/li>\n<li class=\"paragraph\"> <sub>Fu<\/sub> = 58 ksi<\/li>\n<\/ul>\n<p class=\"paragraph\">A partir de la tabla 1-11 del manual AISC, las propiedades geom\u00e9tricas son las siguientes:<\/p>\n<ul>\n<li class=\"paragraph\">HSS6\u00d74\u00d7?<\/li>\n<li class=\"paragraph\"><i>H<\/i> = 6,00 pulg.<\/li>\n<li class=\"paragraph\"><i>B<\/i> = 4,00 pulg.<\/li>\n<li class=\"paragraph\"><i>t<\/i> = 0,349 pulg.<\/li>\n<\/ul>\n<p class=\"paragraph\">Del cap\u00edtulo 2 de ASCE\/SEI 7, la resistencia al corte requerida es:<\/p>\n<p class=\"rtecenter\"><img decoding=\"async\" class=\"img-responsive\" src=\"https:\/\/sdcverifier.com\/wp-content\/uploads\/2018\/08\/G4_1.png\"><\/p>\n<p class=\"paragraph\">Nota: No existen Tablas del Manual AISC para el esfuerzo cortante en perfiles HSS, pero la resistencia al esfuerzo cortante disponible puede determinarse a partir de la Secci\u00f3n G5 de la Especificaci\u00f3n AISC, como se indica a continuaci\u00f3n.<\/p>\n<p><span data-teams=\"true\"><div class=\"su-spacer\" style=\"height:20px\"><\/div><\/span><\/p>\n<p class=\"paragraph\"><i>Resistencia nominal al cizallamiento<\/i><\/p>\n<p class=\"paragraph\">Para los HSS rectangulares a cortante, utilice la secci\u00f3n G2.1 de la especificaci\u00f3n AISC con <i><sub>Aw<\/sub><\/i> = <i>2ht<\/i> (seg\u00fan la secci\u00f3n G5 de la especificaci\u00f3n AISC) y <i><sub>kv<\/sub><\/i> = 5.<\/p>\n<p class=\"paragraph\">De la secci\u00f3n G5 de la especificaci\u00f3n AISC, si se desconoce el radio exacto, <i>h<\/i> se tomar\u00e1 como la dimensi\u00f3n exterior correspondiente menos tres veces el espesor de dise\u00f1o.<\/p>\n<p class=\"rtecenter\"><img decoding=\"async\" class=\"img-responsive\" src=\"https:\/\/sdcverifier.com\/wp-content\/uploads\/2018\/08\/G4_2.png\"><\/p>\n<p class=\"paragraph\">Nota: La mayor\u00eda de las secciones HSS est\u00e1ndar enumeradas en el Manual AISC tienen <i><sub>Cv<\/sub><\/i> = 1,0 a <i><sub>Fy<\/sub><\/i> \u2264 46 ksi.<\/p>\n<p class=\"rtecenter\"><img decoding=\"async\" class=\"img-responsive\" src=\"https:\/\/sdcverifier.com\/wp-content\/uploads\/2018\/08\/G4_3.png\"><\/p>\n<p><span data-teams=\"true\"><div class=\"su-spacer\" style=\"height:20px\"><\/div><\/span><\/p>\n<p class=\"paragraph\">De la secci\u00f3n G1 de la especificaci\u00f3n AISC, la resistencia al corte disponible es:<\/p>\n<p class=\"rtecenter\"><img decoding=\"async\" class=\"img-responsive\" src=\"https:\/\/sdcverifier.com\/wp-content\/uploads\/2018\/08\/G4_4.png\"><\/p>\n<div class=\"split\"><\/div>\n<h4 align=\"center\">Ejemplo de AISC Ejemplos de dise\u00f1o<\/h4>\n<p class=\"paragraph\"><b>Resumen del material<\/b><\/p>\n<p class=\"paragraph\"><img decoding=\"async\" class=\"img-responsive\" src=\"https:\/\/sdcverifier.com\/wp-content\/uploads\/2018\/08\/G4_material.png\"><\/p>\n<p class=\"paragraph\"><b>Resumen de propiedades<\/b><\/p>\n<p class=\"rtecenter\"><img decoding=\"async\" class=\"img-responsive\" src=\"https:\/\/sdcverifier.com\/wp-content\/uploads\/2018\/08\/G4_property.png\"><\/p>\n<p class=\"rtecenter\"><img decoding=\"async\" class=\"img-responsive\" src=\"https:\/\/sdcverifier.com\/wp-content\/uploads\/2018\/08\/G4_property_plot.png\"><\/p>\n<table class=\"table\" style=\"width: 100%; height: 138px;\">\n<tbody>\n<tr style=\"height: 23px;\">\n<th style=\"height: 23px;\">Propiedad Geometr\u00eda<\/th>\n<th style=\"height: 23px;\">Valor<\/th>\n<\/tr>\n<tr style=\"height: 23px;\">\n<td style=\"height: 23px;\">Altura<\/td>\n<td style=\"height: 23px;\">6.00<\/td>\n<\/tr>\n<tr style=\"height: 23px;\">\n<td style=\"height: 23px;\">Anchura<\/td>\n<td style=\"height: 23px;\">4.00<\/td>\n<\/tr>\n<tr style=\"height: 23px;\">\n<td style=\"height: 23px;\">h<\/td>\n<td style=\"height: 23px;\">6.00<\/td>\n<\/tr>\n<tr style=\"height: 23px;\">\n<td style=\"height: 23px;\">b<\/td>\n<td style=\"height: 23px;\">4.00<\/td>\n<\/tr>\n<tr style=\"height: 23px;\">\n<td style=\"height: 23px;\">d<\/td>\n<td style=\"height: 23px;\">0.35<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<div class=\"split\"><\/div>\n<h3 class=\"offset-bottom-1\" style=\"text-align: center;\">Cargas y restricciones del MEF<\/h3>\n<h4 class=\"offset-bottom-1\">1..Carga muerta 22 kips<\/h4>\n<p class=\"rtecenter\"><img decoding=\"async\" class=\"img-responsive\" src=\"https:\/\/sdcverifier.com\/wp-content\/uploads\/2018\/08\/G4_deadload.png\"><\/p>\n<h4 class=\"offset-bottom-1\">2..Carga viva 66 kips<\/h4>\n<p class=\"rtecenter\"><img decoding=\"async\" class=\"img-responsive\" src=\"https:\/\/sdcverifier.com\/wp-content\/uploads\/2018\/08\/G4_liveload.png\"><\/p>\n<h3 class=\"offset-bottom-1\" style=\"text-align: center;\">Restricci\u00f3n<\/h3>\n<p class=\"rtecenter\"><img decoding=\"async\" class=\"img-responsive\" src=\"https:\/\/sdcverifier.com\/wp-content\/uploads\/2018\/08\/G4_constraint.png\"><\/p>\n<p class=\"rtecenter\"><img decoding=\"async\" class=\"img-responsive\" src=\"https:\/\/sdcverifier.com\/wp-content\/uploads\/2018\/08\/G4_plot.png\"><\/p>\n<div class=\"split\"><\/div>\n<h3 class=\"offset-bottom-1\" style=\"text-align: center;\">Comprobaci\u00f3n 1..ANSI \/ AISC LRFD 360-10<\/h3>\n<h4 class=\"offset-bottom-1\">Cizalla<\/h4>\n<p class=\"paragraph\"><b>Todos (LS1, Todas las entidades)<\/b><\/p>\n<p class=\"rtecenter\"><img decoding=\"async\" class=\"img-responsive\" src=\"https:\/\/sdcverifier.com\/wp-content\/uploads\/2018\/08\/G4_shear.png\"><\/p>\n<p class=\"paragraph\">Del cap\u00edtulo 2 ASCE\/SEI 7, la resistencia al corte requerida es:<\/p>\n<p class=\"rtecenter\"><img decoding=\"async\" class=\"img-responsive\" src=\"https:\/\/sdcverifier.com\/wp-content\/uploads\/2018\/08\/G4_shear1.png\"><\/p>\n<p><span data-teams=\"true\"><div class=\"su-spacer\" style=\"height:20px\"><\/div><\/span><\/p>\n<p class=\"paragraph\">De la secci\u00f3n G5 de la especificaci\u00f3n AISC, si se desconoce el radio exacto, <i>h<\/i> se tomar\u00e1 como la dimensi\u00f3n exterior correspondiente menos tres veces el espesor de dise\u00f1o<\/p>\n<p class=\"rtecenter\"><img decoding=\"async\" class=\"img-responsive\" src=\"https:\/\/sdcverifier.com\/wp-content\/uploads\/2018\/08\/G4_shear2.png\"><\/p>\n<p><span data-teams=\"true\"><div class=\"su-spacer\" style=\"height:20px\"><\/div><\/span><\/p>\n<p class=\"paragraph\">De la Secci\u00f3n G1 de la Especificaci\u00f3n AISC, la resistencia al corte disponible es<\/p>\n<p class=\"rtecenter\"><img decoding=\"async\" class=\"img-responsive\" src=\"https:\/\/sdcverifier.com\/wp-content\/uploads\/2018\/08\/G4_shear3.png\"><\/p>\n<p><span data-teams=\"true\"><div class=\"su-spacer\" style=\"height:20px\"><\/div><\/span><\/p>\n<p class=\"paragraph\">Comparando los resultados del c\u00e1lculo en SDC Verifier y en el ejemplo G.4 podemos ver que los valores coinciden completamente.<\/p>\n<p class=\"paragraph\">La resistencia al corte requerida es de 66 kips.<\/p>\n<p class=\"paragraph\">La resistencia al corte disponible es de 85,87 kips.<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Los resultados se generan con SDC Verifier 3.6 y se calculan con FEMAP v11.0.0 Tarea: Determine la resistencia a cortante disponible y la adecuaci\u00f3n del miembro HSS6\u00d74\u00d7\u00be ASTM A500 Grado B con cortantes en los extremos de 11,0 kips de carga muerta y 33,0 kips de carga viva &gt;. La viga est\u00e1 orientada con el [&hellip;]<\/p>\n","protected":false},"author":16,"featured_media":0,"parent":0,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"_acf_changed":false,"inline_featured_image":false,"footnotes":""},"categories":[626],"tags":[],"class_list":["post-95418","post","type-post","status-publish","format-standard","hentry","category-benchmarks"],"acf":[],"aioseo_notices":[],"_links":{"self":[{"href":"https:\/\/sdcverifier.com\/es\/wp-json\/wp\/v2\/posts\/95418","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/sdcverifier.com\/es\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/sdcverifier.com\/es\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/sdcverifier.com\/es\/wp-json\/wp\/v2\/users\/16"}],"replies":[{"embeddable":true,"href":"https:\/\/sdcverifier.com\/es\/wp-json\/wp\/v2\/comments?post=95418"}],"version-history":[{"count":0,"href":"https:\/\/sdcverifier.com\/es\/wp-json\/wp\/v2\/posts\/95418\/revisions"}],"wp:attachment":[{"href":"https:\/\/sdcverifier.com\/es\/wp-json\/wp\/v2\/media?parent=95418"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/sdcverifier.com\/es\/wp-json\/wp\/v2\/categories?post=95418"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/sdcverifier.com\/es\/wp-json\/wp\/v2\/tags?post=95418"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}