{"id":95570,"date":"2016-03-01T21:05:00","date_gmt":"2016-03-01T20:05:00","guid":{"rendered":"https:\/\/sdcverifier.com\/sin-categoria\/ejemplo-g-1a-forma-en-w-en-cizalladura-de-eje-fuerte\/"},"modified":"2016-03-01T21:05:00","modified_gmt":"2016-03-01T20:05:00","slug":"ejemplo-g-1a-forma-en-w-en-cizalladura-de-eje-fuerte","status":"publish","type":"post","link":"https:\/\/sdcverifier.com\/es\/benchmarks\/ejemplo-g-1a-forma-en-w-en-cizalladura-de-eje-fuerte\/","title":{"rendered":"Ejemplo G.1A Forma en W en cizalladura de eje fuerte"},"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 de una viga W24\u00d762 ASTM A992 utilizando el Manual AISC con cortantes en los extremos de 48 kips de carga muerta y 145 kips de carga viva.<\/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 A992<\/li>\n<li class=\"paragraph\"><sub>Fy<\/sub> = 50 ksi<\/li>\n<li class=\"paragraph\"><sub>Fu<\/sub> = 65 ksi<\/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\/G1_1.png\"><\/p>\n<p><span data-teams=\"true\"><div class=\"su-spacer\" style=\"height:20px\"><\/div><\/span><\/p>\n<p class=\"paragraph\">De la tabla 3-2 del manual 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\/G1_2.png\"><\/p>\n<div class=\"split\"><\/div>\n<h2 class=\"offset-bottom-1\" style=\"text-align: center;\"><a id=\"example_g.1b\" name=\"example_g.1b\"><\/a>Ejemplo G.1B Forma en W en cizalladura de eje fuerte<\/h2>\n<p class=\"paragraph\"><b>Tarea:<\/b><\/p>\n<p class=\"paragraph\">La resistencia al esfuerzo cortante disponible, que puede determinarse f\u00e1cilmente mediante los valores tabulados del Manual AISC, puede verificarse aplicando directamente las disposiciones de la Especificaci\u00f3n AISC. Determine la resistencia al esfuerzo cortante disponible para la forma en W del ejemplo G.1A aplicando las disposiciones de la Especificaci\u00f3n AISC. <\/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 1-1 del Manual AISC, las propiedades geom\u00e9tricas son las siguientes:<\/p>\n<ul>\n<li class=\"paragraph\">W24\u00d762<\/li>\n<li class=\"paragraph\"><i>d<\/i> &#8211; 23,7 pulg.<\/li>\n<li class=\"paragraph\"><i><sub>tw<\/sub><\/i> = 0,430 pulg.<\/li>\n<\/ul>\n<p><span data-teams=\"true\"><div class=\"su-spacer\" style=\"height:20px\"><\/div><\/span><\/p>\n<p class=\"paragraph\">A excepci\u00f3n de muy pocas secciones, que se enumeran en la Nota del usuario, la secci\u00f3n G2.1(a) de la especificaci\u00f3n AISC es aplicable a las vigas en forma de I publicadas en el Manual AISC para <i><sub>Fy<\/sub><\/i> = 50 ksi.<\/p>\n<p class=\"rtecenter\"><img decoding=\"async\" class=\"img-responsive\" src=\"https:\/\/sdcverifier.com\/wp-content\/uploads\/2018\/08\/G1_3.png\"><\/p>\n<p class=\"paragraph\">De la secci\u00f3n G2.1a 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\/G1_4.png\"><\/p>\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\/G1_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\/G1_property.png\"><\/p>\n<p class=\"rtecenter\"><img decoding=\"async\" class=\"img-responsive\" src=\"https:\/\/sdcverifier.com\/wp-content\/uploads\/2018\/08\/G1_property_plot.png\"><\/p>\n<table class=\"table\">\n<tbody>\n<tr>\n<th>Propiedad Geometr\u00eda<\/th>\n<th>Valor<\/th>\n<\/tr>\n<tr>\n<td>Altura<\/td>\n<td>23.70<\/td>\n<\/tr>\n<tr>\n<td>Anchura<\/td>\n<td>7.04<\/td>\n<\/tr>\n<tr>\n<td>h<\/td>\n<td>23.70<\/td>\n<\/tr>\n<tr>\n<td>a<\/td>\n<td>7.04<\/td>\n<\/tr>\n<tr>\n<td>b<\/td>\n<td>7.04<\/td>\n<\/tr>\n<tr>\n<td>c<\/td>\n<td>0.59<\/td>\n<\/tr>\n<tr>\n<td>d<\/td>\n<td>0.43<\/td>\n<\/tr>\n<tr>\n<td>t<\/td>\n<td>0.59<\/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 48 kips<\/h4>\n<p class=\"rtecenter\"><img decoding=\"async\" class=\"img-responsive\" src=\"https:\/\/sdcverifier.com\/wp-content\/uploads\/2018\/08\/G11_deadload.png\"><\/p>\n<h4 class=\"offset-bottom-1\">2..Carga viva 145 kips<\/h4>\n<p class=\"rtecenter\"><img decoding=\"async\" class=\"img-responsive\" src=\"https:\/\/sdcverifier.com\/wp-content\/uploads\/2018\/08\/G1_liveload.png\"><\/p>\n<div class=\"split\"><\/div>\n<h3 class=\"offset-bottom-1\" style=\"text-align: center;\">Restricci\u00f3n<\/h3>\n<h4 class=\"offset-bottom-1\">1.. Pinned<\/h4>\n<p class=\"rtecenter\"><img decoding=\"async\" class=\"img-responsive\" src=\"https:\/\/sdcverifier.com\/wp-content\/uploads\/2018\/08\/G1_constraint.png\"><\/p>\n<p class=\"rtecenter\"><img decoding=\"async\" class=\"img-responsive\" src=\"https:\/\/sdcverifier.com\/wp-content\/uploads\/2018\/08\/G1_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\">Caracter\u00edsticas del haz<\/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\/G1_beam.png\"><\/p>\n<h4 class=\"offset-bottom-1\">Cizalla<\/h4>\n<p class=\"paragraph\"><b>Todos (LS1, 17 Forma(s) de propiedad)<\/b><\/p>\n<p class=\"rtecenter\"><img decoding=\"async\" class=\"img-responsive\" src=\"https:\/\/sdcverifier.com\/wp-content\/uploads\/2018\/08\/G1_shear.png\"><\/p>\n<p class=\"paragraph\"><b>Ejemplo G.1A<\/b><\/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\/G1_shear1.png\"><\/p>\n<p class=\"paragraph\">De la tabla 3-2 del manual 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\/G1_shear2.png\"><\/p>\n<p class=\"paragraph\"><b>Ejemplo G.1B<\/b><\/p>\n<p class=\"paragraph\">De la secci\u00f3n G2.1a 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\/G1_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.1AB podemos ver que los valores coinciden completamente.<\/p>\n<p class=\"paragraph\">La resistencia al corte requerida es de 289,6 kips.<\/p>\n<p class=\"paragraph\">La resistencia al corte disponible es de 305,73 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 de una viga W24\u00d762 ASTM A992 utilizando el Manual AISC con cortantes en los extremos de 48 kips de carga muerta y 145 kips de carga viva. Soluci\u00f3n: A partir 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-95570","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\/95570","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=95570"}],"version-history":[{"count":0,"href":"https:\/\/sdcverifier.com\/es\/wp-json\/wp\/v2\/posts\/95570\/revisions"}],"wp:attachment":[{"href":"https:\/\/sdcverifier.com\/es\/wp-json\/wp\/v2\/media?parent=95570"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/sdcverifier.com\/es\/wp-json\/wp\/v2\/categories?post=95570"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/sdcverifier.com\/es\/wp-json\/wp\/v2\/tags?post=95570"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}