{"id":1411,"date":"2011-12-04T12:47:59","date_gmt":"2011-12-04T12:47:59","guid":{"rendered":"http:\/\/teoriadeconstruccion.com\/?p=1411"},"modified":"2011-12-04T12:47:59","modified_gmt":"2011-12-04T12:47:59","slug":"sechor-1-0","status":"publish","type":"post","link":"https:\/\/teoriadeconstruccion.net\/blog\/sechor-1-0\/","title":{"rendered":"secHOR 1.0"},"content":{"rendered":"<p>Este programa est\u00e1 pensado para la verificaci\u00f3n de secciones de hormig\u00f3n, dada una geometr\u00eda de la secci\u00f3n, unos armados y las solicitaciones que act\u00faan.<\/p>\n<p>El men\u00fa principal del programa es el siguiente:<\/p>\n<p><a href=\"http:\/\/at150.udc.es\/~dtcon\/?p=2849\" target=\"_blank\"><img data-recalc-dims=\"1\" decoding=\"async\" title=\"Menu2\" src=\"http:\/\/sechor1.files.wordpress.com\/2011\/11\/menu2.gif?w=640&#038;resize=405%2C204\" alt=\"\" width=\"405\" height=\"204\" \/><\/a><\/p>\n<p><a href=\"http:\/\/sechor1.wordpress.com\/\" target=\"_blank\">ir a la web de los autores<\/a><\/p>\n<p>En la parte izquierda del formulario existe una zona de entrada de datos que permite introducir los siguientes:<\/p>\n<ul>\n<li><strong><strong>Normativa hormig\u00f3n<\/strong>.- <\/strong>Se elegir\u00e1 entre la EHE-98 o bien la EHE-08.<\/li>\n<li><strong><strong>Materiales<\/strong>.- S<\/strong>e definir\u00e1n las caracter\u00edsticas del hormig\u00f3n y acero con las que se efectuar\u00e1n los c\u00e1lculos.<\/li>\n<li><strong>Caracter\u00edsticas mec\u00e1nicas<\/strong>.- Permite conocer las caracter\u00edsticas mec\u00e1nicas del hormig\u00f3n a una edad de envejecimiento dada.<strong> <\/strong><\/li>\n<\/ul>\n<p>En la parte central est\u00e1n los c\u00e1lculos que permite realizar:<\/p>\n<ul>\n<li>Flexi\u00f3n de vigas<\/li>\n<li>Flexi\u00f3n de pilares<\/li>\n<li>Cortante<\/li>\n<li>Torsi\u00f3n<\/li>\n<li>Rasante<\/li>\n<li>Flecha<\/li>\n<li>Fisuraci\u00f3n<\/li>\n<\/ul>\n<p>El programa no est\u00e1 pensado para definir el armado necesario, sino para comprobar que el armado dispuesto por el usuario es o no\u00a0 suficiente y que problemas puede presentar.<\/p>\n<p>El programa permite calcular secciones rectangulares sometidas a flexi\u00f3n simple o compuesta con cualquier relaci\u00f3n entre axil y momento. Tambi\u00e9n permite calcular secciones en T, pero en este caso \u00fanicamente admite secciones rectangulares, puesto que en flexi\u00f3n compuesta en secciones en T se puede llegar a situaciones de gran complejidad.<\/p>\n<p>En cuanto a la armadura el programa permite introducir la armadura de tracci\u00f3n hasta en tres capas. Para activarlas se marcan los controles correspondientes. En el c\u00e1lculo se consideran los brazos de palanca reales de estas capas, para lo que debe introducirse el valor de la separaci\u00f3n entre capas.<\/p>\n<p>El m\u00e9todo de c\u00e1lculo usado es el del diagrama rectangular por ser de sencilla aplicaci\u00f3n y pr\u00e1cticamente exacto. Al ser un programa de uso docente se aportan algunos resultados poco habituales como pueden ser la profundidad del bloque de compresiones y la situaci\u00f3n de la secci\u00f3n en el diagrama de deformaci\u00f3n, indicando el dominio de deformaci\u00f3n correspondiente.<\/p>\n<p><a href=\"http:\/\/dl.dropbox.com\/u\/46755763\/InstalarSECHOR100.exe\" target=\"_blank\">DESCARGA gratuita.<\/a><\/p>\n","protected":false},"excerpt":{"rendered":"<p>Este programa est\u00e1 pensado para la verificaci\u00f3n de secciones de hormig\u00f3n, dada una geometr\u00eda de la secci\u00f3n, unos armados y las solicitaciones que act\u00faan. El men\u00fa principal del programa es el siguiente: ir a la web de los autores En la parte izquierda del formulario existe una zona de entrada de datos que permite introducir&hellip;&nbsp;<a href=\"https:\/\/teoriadeconstruccion.net\/blog\/sechor-1-0\/\" rel=\"bookmark\">Leer m\u00e1s &raquo;<span class=\"screen-reader-text\">secHOR 1.0<\/span><\/a><\/p>\n","protected":false},"author":1,"featured_media":0,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"neve_meta_sidebar":"","neve_meta_container":"","neve_meta_enable_content_width":"","neve_meta_content_width":0,"neve_meta_title_alignment":"","neve_meta_author_avatar":"","neve_post_elements_order":"","neve_meta_disable_header":"","neve_meta_disable_footer":"","neve_meta_disable_title":"","_jetpack_newsletter_access":"","_jetpack_dont_email_post_to_subs":false,"_jetpack_newsletter_tier_id":0,"_jetpack_memberships_contains_paywalled_content":false,"_jetpack_memberships_contains_paid_content":false,"footnotes":"","jetpack_publicize_message":"","jetpack_publicize_feature_enabled":true,"jetpack_social_post_already_shared":false,"jetpack_social_options":{"image_generator_settings":{"template":"highway","default_image_id":0,"font":"","enabled":false},"version":2},"jetpack_post_was_ever_published":false},"categories":[63],"tags":[417,442],"class_list":["post-1411","post","type-post","status-publish","format-standard","hentry","category-estructuras","tag-programa-calculo","tag-sechor"],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v27.5 - https:\/\/yoast.com\/product\/yoast-seo-wordpress\/ -->\n<title>secHOR 1.0 - Teor\u00eda de construcci\u00f3n<\/title>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/teoriadeconstruccion.net\/blog\/sechor-1-0\/\" \/>\n<meta property=\"og:locale\" content=\"es_ES\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"secHOR 1.0 - Teor\u00eda de construcci\u00f3n\" \/>\n<meta property=\"og:description\" content=\"Este programa est\u00e1 pensado para la verificaci\u00f3n de secciones de hormig\u00f3n, dada una geometr\u00eda de la secci\u00f3n, unos armados y las solicitaciones que act\u00faan. El men\u00fa principal del programa es el siguiente: ir a la web de los autores En la parte izquierda del formulario existe una zona de entrada de datos que permite introducir&hellip;&nbsp;Leer m\u00e1s &raquo;secHOR 1.0\" \/>\n<meta property=\"og:url\" content=\"https:\/\/teoriadeconstruccion.net\/blog\/sechor-1-0\/\" \/>\n<meta property=\"og:site_name\" content=\"Teor\u00eda de construcci\u00f3n\" \/>\n<meta property=\"article:publisher\" content=\"https:\/\/www.facebook.com\/teoriadeconstru\" \/>\n<meta property=\"article:published_time\" content=\"2011-12-04T12:47:59+00:00\" \/>\n<meta property=\"og:image\" content=\"http:\/\/sechor1.files.wordpress.com\/2011\/11\/menu2.gif?w=640\" \/>\n<meta name=\"author\" content=\"luissantalla\" \/>\n<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n<meta name=\"twitter:creator\" content=\"@teoriadeconstru\" \/>\n<meta name=\"twitter:site\" content=\"@teoriadeconstru\" \/>\n<meta name=\"twitter:label1\" content=\"Escrito por\" \/>\n\t<meta name=\"twitter:data1\" content=\"luissantalla\" \/>\n\t<meta name=\"twitter:label2\" content=\"Tiempo de lectura\" \/>\n\t<meta name=\"twitter:data2\" content=\"2 minutos\" \/>\n<script type=\"application\/ld+json\" class=\"yoast-schema-graph\">{\"@context\":\"https:\\\/\\\/schema.org\",\"@graph\":[{\"@type\":\"Article\",\"@id\":\"https:\\\/\\\/teoriadeconstruccion.net\\\/blog\\\/sechor-1-0\\\/#article\",\"isPartOf\":{\"@id\":\"https:\\\/\\\/teoriadeconstruccion.net\\\/blog\\\/sechor-1-0\\\/\"},\"author\":{\"name\":\"luissantalla\",\"@id\":\"https:\\\/\\\/teoriadeconstruccion.net\\\/blog\\\/#\\\/schema\\\/person\\\/97bc651383e78ac257b38d0846ac73ca\"},\"headline\":\"secHOR 1.0\",\"datePublished\":\"2011-12-04T12:47:59+00:00\",\"mainEntityOfPage\":{\"@id\":\"https:\\\/\\\/teoriadeconstruccion.net\\\/blog\\\/sechor-1-0\\\/\"},\"wordCount\":348,\"commentCount\":0,\"publisher\":{\"@id\":\"https:\\\/\\\/teoriadeconstruccion.net\\\/blog\\\/#organization\"},\"image\":{\"@id\":\"https:\\\/\\\/teoriadeconstruccion.net\\\/blog\\\/sechor-1-0\\\/#primaryimage\"},\"thumbnailUrl\":\"http:\\\/\\\/sechor1.files.wordpress.com\\\/2011\\\/11\\\/menu2.gif?w=640\",\"keywords\":[\"programa calculo\",\"sechor\"],\"articleSection\":[\"estructuras\"],\"inLanguage\":\"es\",\"potentialAction\":[{\"@type\":\"CommentAction\",\"name\":\"Comment\",\"target\":[\"https:\\\/\\\/teoriadeconstruccion.net\\\/blog\\\/sechor-1-0\\\/#respond\"]}]},{\"@type\":\"WebPage\",\"@id\":\"https:\\\/\\\/teoriadeconstruccion.net\\\/blog\\\/sechor-1-0\\\/\",\"url\":\"https:\\\/\\\/teoriadeconstruccion.net\\\/blog\\\/sechor-1-0\\\/\",\"name\":\"secHOR 1.0 - 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