{"id":95587,"date":"2016-03-01T21:05:00","date_gmt":"2016-03-01T20:05:00","guid":{"rendered":"https:\/\/sdcverifier.com\/sin-categoria\/ejemplo-g-2a-forma-en-c-en-cizalladura-de-eje-fuerte\/"},"modified":"2016-03-01T21:05:00","modified_gmt":"2016-03-01T20:05:00","slug":"ejemplo-g-2a-forma-en-c-en-cizalladura-de-eje-fuerte","status":"publish","type":"post","link":"https:\/\/sdcverifier.com\/es\/benchmarks\/ejemplo-g-2a-forma-en-c-en-cizalladura-de-eje-fuerte\/","title":{"rendered":"Ejemplo G.2A Forma en C en cizalladura de eje fuerte"},"content":{"rendered":"<p>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\">Verifique la resistencia al esfuerzo cortante disponible y la adecuaci\u00f3n de un canal C15\u00d733,9 ASTM A36 con esfuerzos cortantes en los extremos de 17,5 kips de carga muerta y 52,5 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 A36<\/li>\n<li class=\"paragraph\"><sub>Fy<\/sub> = 36 ksi<\/li>\n<li class=\"paragraph\"><sub>Fu<\/sub> = 58 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\/G2_1.png\"><\/p>\n<p class=\"paragraph\">De la tabla 3-8 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\/G2_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 corte disponible para el canal del ejemplo G.2A. <\/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 1-5 del Manual AISC, las propiedades geom\u00e9tricas son las siguientes:<\/p>\n<ul>\n<li class=\"paragraph\">C15\u00d733.9<\/li>\n<li class=\"paragraph\"><i>d<\/i> &#8211; 15,07 pulg.<\/li>\n<li class=\"paragraph\"><i><sub>tw<\/sub><\/i> = 0,400 pulg.<\/li>\n<\/ul>\n<p class=\"paragraph\">Se aplica la secci\u00f3n G2.1 de la especificaci\u00f3n AISC. Todos los canales ASTM A36 enumerados en el Manual AISC tienen <i><sub>h\/tw<\/sub><\/i> \u22641,10<img decoding=\"async\" class=\"img-responsive\" src=\"https:\/\/sdcverifier.com\/wp-content\/uploads\/2018\/08\/G2_sqrt.png\">; por lo tanto, <\/p>\n<p class=\"rtecenter\"><img decoding=\"async\" class=\"img-responsive\" src=\"https:\/\/sdcverifier.com\/wp-content\/uploads\/2018\/08\/G2_1b.png\"><\/p>\n<p class=\"paragraph\"><i>Resistencia al cizallamiento disponible<\/i><\/p>\n<p class=\"paragraph\">Los valores de <i><sub>\u03c6v<\/sub><\/i> = 1,00 (LRFD) y <i><sub>\u03a9v<\/sub><\/i> = 1,50 (ASD) no se aplican a los canales. Deben utilizarse los valores generales <i><sub>\u03c6v<\/sub><\/i> = 0,90 (LRFD) y <i><sub>\u03a9v<\/sub><\/i> = 1,67 (ASD). <\/p>\n<p class=\"rtecenter\"><img decoding=\"async\" class=\"img-responsive\" src=\"https:\/\/sdcverifier.com\/wp-content\/uploads\/2018\/08\/G2_2b.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\/G2_b_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\/G2_b_property.png\"><\/p>\n<p class=\"rtecenter\"><img decoding=\"async\" class=\"img-responsive\" src=\"https:\/\/sdcverifier.com\/wp-content\/uploads\/2018\/08\/G1_b_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>15.00<\/td>\n<\/tr>\n<tr>\n<td>Anchura<\/td>\n<td>3.40<\/td>\n<\/tr>\n<tr>\n<td>h<\/td>\n<td>15.00<\/td>\n<\/tr>\n<tr>\n<td>a<\/td>\n<td>3.40<\/td>\n<\/tr>\n<tr>\n<td>b<\/td>\n<td>3.40<\/td>\n<\/tr>\n<tr>\n<td>c<\/td>\n<td>0.65<\/td>\n<\/tr>\n<tr>\n<td>d<\/td>\n<td>0.40<\/td>\n<\/tr>\n<tr>\n<td>t<\/td>\n<td>0.65<\/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 17,5 kips<\/h4>\n<p class=\"rtecenter\"><img decoding=\"async\" class=\"img-responsive\" src=\"https:\/\/sdcverifier.com\/wp-content\/uploads\/2018\/08\/G2_deadload.png\"><\/p>\n<h4 class=\"offset-bottom-1\">2..Carga viva 52,5 kips<\/h4>\n<p class=\"rtecenter\"><img decoding=\"async\" class=\"img-responsive\" src=\"https:\/\/sdcverifier.com\/wp-content\/uploads\/2018\/08\/G2_liveload.png\"><\/p>\n<div class=\"split\"><\/div>\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\/G2_constraint.png\"><\/p>\n<p class=\"rtecenter\"><img decoding=\"async\" class=\"img-responsive\" src=\"https:\/\/sdcverifier.com\/wp-content\/uploads\/2018\/08\/G2_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, 18 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\/G2_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\/G2_shear.png\"><\/p>\n<p class=\"paragraph\"><b>Ejemplo G.2A<\/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\/G2_shear2.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\/G2_shear1.png\"><\/p>\n<p><span data-teams=\"true\"><div class=\"su-spacer\" style=\"height:20px\"><\/div><\/span><\/p>\n<p class=\"paragraph\"><b>Ejemplo G.2B<\/b><\/p>\n<p class=\"paragraph\">Se aplica la secci\u00f3n G2.1 de la especificaci\u00f3n AISC. Todos los canales ASTM A36 enumerados en el Manual AISC tienen <i><sub>h\/tw<\/sub><\/i> \u22641,10<img decoding=\"async\" class=\"img-responsive\" src=\"https:\/\/sdcverifier.com\/wp-content\/uploads\/2018\/08\/G2_sqrt.png\">; por lo tanto, <\/p>\n<p class=\"rtecenter\"><img decoding=\"async\" class=\"img-responsive\" src=\"https:\/\/sdcverifier.com\/wp-content\/uploads\/2018\/08\/G2_shear3.png\"><\/p>\n<p class=\"paragraph\"><i>Resistencia al cizallamiento disponible<\/i><\/p>\n<p class=\"paragraph\">Los valores de <i><sub>\u03c6v<\/sub><\/i> = 1,00 (LRFD) y <i><sub>\u03a9v<\/sub><\/i> = 1,50 (ASD) no se aplican a los canales. Deben utilizarse los valores generales <i><sub>\u03c6v<\/sub><\/i> = 0,90 (LRFD) y <i><sub>\u03a9v<\/sub><\/i> = 1,67 (ASD). <\/p>\n<p class=\"rtecenter\"><img decoding=\"async\" class=\"img-responsive\" src=\"https:\/\/sdcverifier.com\/wp-content\/uploads\/2018\/08\/G2_shear4.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.2AB podemos ver que los valores coinciden completamente.<\/p>\n<p class=\"paragraph\">La resistencia al corte requerida es de 105 kips.<\/p>\n<p class=\"paragraph\">La resistencia al corte disponible es de 116,64 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: Verifique la resistencia al esfuerzo cortante disponible y la adecuaci\u00f3n de un canal C15\u00d733,9 ASTM A36 con esfuerzos cortantes en los extremos de 17,5 kips de carga muerta y 52,5 kips de carga viva. Soluci\u00f3n: A partir de la tabla [&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-95587","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\/95587","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=95587"}],"version-history":[{"count":0,"href":"https:\/\/sdcverifier.com\/es\/wp-json\/wp\/v2\/posts\/95587\/revisions"}],"wp:attachment":[{"href":"https:\/\/sdcverifier.com\/es\/wp-json\/wp\/v2\/media?parent=95587"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/sdcverifier.com\/es\/wp-json\/wp\/v2\/categories?post=95587"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/sdcverifier.com\/es\/wp-json\/wp\/v2\/tags?post=95587"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}