{"id":95349,"date":"2016-03-01T21:05:00","date_gmt":"2016-03-01T20:05:00","guid":{"rendered":"https:\/\/sdcverifier.com\/sin-categoria\/ejemplo-f-6-miembro-de-flexion-hss-con-bridas-compactas\/"},"modified":"2026-06-17T13:32:50","modified_gmt":"2026-06-17T11:32:50","slug":"ejemplo-f-6-miembro-de-flexion-hss-con-bridas-compactas","status":"publish","type":"post","link":"https:\/\/sdcverifier.com\/es\/benchmarks\/ejemplo-f-6-miembro-de-flexion-hss-con-bridas-compactas\/","title":{"rendered":"Ejemplo F.6 Miembro de flexi\u00f3n HSS con bridas compactas"},"content":{"rendered":"<p class=\"paragraph\">Los resultados se generan con SDC Verifier 3.7.1 y se calculan con FEMAP v11.0.0. El ejemplo se calcul\u00f3 en el sistema de unidades americano. <\/p>\n<p class=\"paragraph\"><b>Nota: <\/b>La desviaci\u00f3n m\u00e1xima y la selecci\u00f3n de vigas a\u00fan no se han implementado en SDC Verifier.<\/p>\n<p class=\"paragraph\"><b>Tarea: <\/b>Seleccione una viga cuadrada ASTM A500 Grado B HSS para una luz de 7,5 pies. Las cargas son una carga muerta uniforme de 0,145 kip\/pie y una carga viva uniforme de 0,435 kip\/pie. Limite la deflexi\u00f3n de la carga viva a L\/240. La viga est\u00e1 arriostrada de forma continua.   <\/p>\n<p class=\"rtecenter\"><img decoding=\"async\" class=\"img-responsive\" src=\"https:\/\/sdcverifier.com\/wp-content\/uploads\/2018\/08\/F6_1.png\"><\/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\">Seg\u00fan el cap\u00edtulo 2 de ASCE\/SEI 7, la resistencia a la flexi\u00f3n requerida es:<\/p>\n<p class=\"rtecenter\"><img decoding=\"async\" class=\"img-responsive\" src=\"https:\/\/sdcverifier.com\/wp-content\/uploads\/2018\/08\/F6_2.png\"><\/p>\n<p class=\"paragraph\"><i>Momento de inercia m\u00ednimo requerido<\/i><\/p>\n<p class=\"paragraph\"><img decoding=\"async\" class=\"img-responsive\" src=\"https:\/\/sdcverifier.com\/wp-content\/uploads\/2018\/08\/F6_delta_max.png\"><\/p>\n<p class=\"paragraph\">Determine la <i>I<\/i> m\u00ednima requerida de la siguiente manera.<\/p>\n<p class=\"paragraph\"><img decoding=\"async\" class=\"img-responsive\" src=\"https:\/\/sdcverifier.com\/wp-content\/uploads\/2018\/08\/F6_3.png\"><\/p>\n<p class=\"paragraph\"><i>Selecci\u00f3n del haz<\/i><\/p>\n<p class=\"paragraph\">Seleccione un HSS con un <sub>lx<\/sub> m\u00ednimo de 2,85 <sup>pulg4<\/sup>., utilizando la tabla 1-12 del manual AISC, y que tenga una resistencia disponible adecuada, utilizando la tabla 3-13 del manual AISC.<\/p>\n<p class=\"paragraph\">Pruebe con un HSS 3\u00bd\u00d7?.<\/p>\n<p><span data-teams=\"true\"><div class=\"su-spacer\" style=\"height:20px\"><\/div><\/span><\/p>\n<p class=\"paragraph\">De la tabla 1-12 del manual AISC, <sub>lx<\/sub> = 2,90 <sup>in4<\/sup> &gt; 2,85 <sup>in4o<\/sup><b>.k.<\/b><\/p>\n<p>Para calcular el momento de inercia y las propiedades relacionadas de un perfil hueco cuadrado o rectangular a partir de sus dimensiones, utilice la  <a href=\"https:\/\/sdcverifier.com\/es\/software\/calculadoras-en-linea\/\">Calculadora del momento de inercia de HSS<\/a>.<\/p>\n<p class=\"paragraph\">De la tabla 3-13 del manual AISC, la resistencia a la flexi\u00f3n disponible es:<\/p>\n<p class=\"paragraph\"><img decoding=\"async\" class=\"img-responsive\" src=\"https:\/\/sdcverifier.com\/wp-content\/uploads\/2018\/08\/F6_4.png\"><\/p>\n<p class=\"paragraph\">Unidades que se utilizaron en el c\u00e1lculo:<\/p>\n<ul>\n<li class=\"paragraph\">1 kip = 1000 lb<\/li>\n<li class=\"paragraph\">1 pie = 12 pulgadas<\/li>\n<li class=\"paragraph\">1 ksi = 1000 psi (lb\/pulg\u00b2)<\/li>\n<\/ul>\n<div class=\"split\"><\/div>\n<h4 class=\"offset-bottom-1\" style=\"text-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\/F6_5.png\"><\/p>\n<p class=\"paragraph\"><img decoding=\"async\" class=\"img-responsive\" src=\"https:\/\/sdcverifier.com\/wp-content\/uploads\/2018\/08\/F6_6.png\"><\/p>\n<p class=\"paragraph\"><b>Resumen de propiedades<\/b><\/p>\n<p class=\"paragraph\"><img decoding=\"async\" class=\"img-responsive\" src=\"https:\/\/sdcverifier.com\/wp-content\/uploads\/2018\/08\/F6_7.png\"><\/p>\n<p class=\"paragraph\"><img decoding=\"async\" class=\"img-responsive\" src=\"https:\/\/sdcverifier.com\/wp-content\/uploads\/2018\/08\/F6_8.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;\">3.50<\/td>\n<\/tr>\n<tr style=\"height: 23px;\">\n<td style=\"height: 23px;\">Anchura<\/td>\n<td style=\"height: 23px;\">3.50<\/td>\n<\/tr>\n<tr style=\"height: 23px;\">\n<td style=\"height: 23px;\">h<\/td>\n<td style=\"height: 23px;\">3.50<\/td>\n<\/tr>\n<tr style=\"height: 23px;\">\n<td style=\"height: 23px;\">b<\/td>\n<td style=\"height: 23px;\">3.50<\/td>\n<\/tr>\n<tr style=\"height: 23px;\">\n<td style=\"height: 23px;\">d<\/td>\n<td style=\"height: 23px;\">0.12<\/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..Cargas<\/h4>\n<p class=\"paragraph\"><img decoding=\"async\" class=\"img-responsive\" src=\"https:\/\/sdcverifier.com\/wp-content\/uploads\/2018\/08\/F6_9.png\"><\/p>\n<p class=\"paragraph\"><img decoding=\"async\" class=\"img-responsive\" src=\"https:\/\/sdcverifier.com\/wp-content\/uploads\/2018\/08\/F6_10.png\"><\/p>\n<h3 class=\"offset-bottom-1\" style=\"text-align: center;\">Restricci\u00f3n<\/h3>\n<p class=\"paragraph\"><img decoding=\"async\" class=\"img-responsive\" src=\"https:\/\/sdcverifier.com\/wp-content\/uploads\/2018\/08\/F6_11.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\">Carga individual &#8216;1..Cargas.Restricci\u00f3n&#8217;<\/h4>\n<p class=\"paragraph\"><img decoding=\"async\" class=\"img-responsive\" src=\"https:\/\/sdcverifier.com\/wp-content\/uploads\/2018\/08\/F6_12.png\"><\/p>\n<p class=\"paragraph\">Del cap\u00edtulo 2 de ASCE\/SEI 7, la resistencia a la flexi\u00f3n requerida es<\/p>\n<p class=\"paragraph\"><img decoding=\"async\" class=\"img-responsive\" src=\"https:\/\/sdcverifier.com\/wp-content\/uploads\/2018\/08\/F6_13.png\"><\/p>\n<p class=\"paragraph\">Descargue el archivo del proyecto SDC Verifier, el modelo y el informe de  <a  data-e-Disable-Page-Transition=\"true\" class=\"download-link\" title=\"\" href=\"https:\/\/sdcverifier.com\/es\/download\/2403\/?tmstv=1784379919\" rel=\"nofollow\" id=\"download-link-2403\" data-redirect=\"false\" >\n\tExample F.6<\/a>\n\n","protected":false},"excerpt":{"rendered":"<p>Los resultados se generan con SDC Verifier 3.7.1 y se calculan con FEMAP v11.0.0. El ejemplo se calcul\u00f3 en el sistema de unidades americano. Nota: La desviaci\u00f3n m\u00e1xima y la selecci\u00f3n de vigas a\u00fan no se han implementado en SDC Verifier. Tarea: Seleccione una viga cuadrada ASTM A500 Grado B HSS para una luz de [&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-95349","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\/95349","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=95349"}],"version-history":[{"count":0,"href":"https:\/\/sdcverifier.com\/es\/wp-json\/wp\/v2\/posts\/95349\/revisions"}],"wp:attachment":[{"href":"https:\/\/sdcverifier.com\/es\/wp-json\/wp\/v2\/media?parent=95349"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/sdcverifier.com\/es\/wp-json\/wp\/v2\/categories?post=95349"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/sdcverifier.com\/es\/wp-json\/wp\/v2\/tags?post=95349"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}