{"id":2252,"date":"2026-04-27T11:33:54","date_gmt":"2026-04-27T11:33:54","guid":{"rendered":"https:\/\/protasoftware.com\/es\/wiki\/seminario-protastructure-suite-de-0-a-100\/"},"modified":"2026-04-27T11:33:54","modified_gmt":"2026-04-27T11:33:54","slug":"seminario-protastructure-suite-de-0-a-100","status":"publish","type":"wiki","link":"https:\/\/protasoftware.com\/es\/soporte\/manuales-tecnicos\/seminario-protastructure-suite-de-0-a-100\/","title":{"rendered":"Seminario Protastructure Suite De 0 A 100"},"content":{"rendered":"<p>Este<br \/>\ncurso de capacitaci\u00f3n tiene como objetivo presentar las capacidades integrales,<br \/>\nlas mejores pr\u00e1cticas en ingenier\u00eda estructural y las \u00faltimas caracter\u00edsticas<br \/>\nde ProtaStructure, ProtaDetails, ProtaSteel y ProtaBIM. Los participantes ser\u00e1n<br \/>\nguiados a trav\u00e9s de las etapas de modelado, an\u00e1lisis, dise\u00f1o, detalle y<br \/>\nfabricaci\u00f3n utilizando estas herramientas de software. El objetivo principal es<br \/>\nfamiliarizar a los participantes con la nueva interfaz de ProtaStructure Suite<br \/>\n2024 y establecer un flujo de trabajo eficiente para el dise\u00f1o y detalle del<br \/>\nproyecto. Se utilizar\u00e1n escenarios de la vida real para demostrar la aplicaci\u00f3n<br \/>\nde estas herramientas en la realizaci\u00f3n de un proyecto estructural completo.<\/p>\n<div><\/div>\n<p><b>Sesi\u00f3n<br \/>\n1 &#8211; Interfaz Gr\u00e1fica<\/b><\/p>\n<ol>\n<li style=\"list-style-type: disc\">Presentaci<span lang=\"ES-CO\" style=\"font-size: 11pt;color: black\">\u00f3n de curso<\/span><\/li>\n<li style=\"list-style-type: disc\"><span lang=\"ES-CO\" style=\"font-size: 11pt;color: black\">Introducci\u00f3n general del programa<\/span><\/li>\n<li style=\"list-style-type: disc\"><span lang=\"ES-CO\" style=\"font-size: 11pt;color: black\">Navegando la interfaz gr\u00e1fica de ProtaStructure 2024<\/span><\/li>\n<li style=\"list-style-type: disc\"><span lang=\"ES-CO\" style=\"font-size: 11pt;color: black\">Centro de ajustes&nbsp;<\/span><\/li>\n<li style=\"list-style-type: disc\"><span lang=\"ES-CO\" style=\"font-size: 11pt;color: black\">Plantillas, configuraci\u00f3n inicial<\/span><\/li>\n<\/ol>\n<div>\n<p class=\"MsoListParagraphCxSpLast\" style=\"text-indent: -18pt\"><span lang=\"ES-CO\" style=\"font-size: 11pt;color: black\"><br \/><\/span><\/p>\n<\/div>\n<div><\/div>\n<div><b>Sesi\u00f3n 2 &#8211; Modelaci<\/b><span style=\"color: black;font-size: 11pt\"><b>\u00f3n de Elementos de Concreto<\/b><\/span><\/div>\n<ol>\n<li style=\"list-style-type: disc\">Generaci<span lang=\"ES-CO\" style=\"font-size: 11pt;color: black\">\u00f3n de ejes<\/span><\/li>\n<li style=\"list-style-type: disc\"><span lang=\"ES-CO\" style=\"font-size: 11pt;color: black\">Configuraci\u00f3n de concreto<\/span><\/li>\n<li style=\"list-style-type: disc\">Muros de concreto<\/li>\n<li style=\"list-style-type: disc\">Vigas de concreto<\/li>\n<li style=\"list-style-type: disc\">Losas de concreto<\/li>\n<li style=\"list-style-type: disc\">Generaci<span lang=\"ES-CO\" style=\"font-size: 11pt;color: black\">\u00f3n de pisos y planos<\/span><\/li>\n<\/ol>\n<div><\/div>\n<div><\/div>\n<div><\/div>\n<div class=\" align-left\" style=\"text-align: left\"><b>Sesi\u00f3n 3 &#8211; Modelaci<\/b><span style=\"color: black;font-size: 11pt\"><b>\u00f3n de Elementos de Acero<\/b><\/span><\/div>\n<ol>\n<li style=\"list-style-type: disc\"><span style=\"color: black;font-size: 11pt\">Modelado de columnas<\/span><\/li>\n<li style=\"list-style-type: disc\"><span style=\"color: black;font-size: 11pt\">Modelado de vigas<\/span><\/li>\n<li style=\"list-style-type: disc\"><span style=\"color: black;font-size: 11pt\">Vigas compuestas primarias y secundarias<\/span><\/li>\n<li style=\"list-style-type: disc\"><span style=\"color: black;font-size: 11pt\">Elementos de soporte para fachadas<\/span><\/li>\n<li style=\"list-style-type: disc\"><span style=\"color: black;font-size: 11pt\">Perlines para cubiertas<\/span><\/li>\n<li style=\"list-style-type: disc\"><span style=\"color: black;font-size: 11pt\">Arriostramiento horizontal<\/span><\/li>\n<li style=\"list-style-type: disc\"><span style=\"color: black;font-size: 11pt\">Arriostramiento vertical<\/span><\/li>\n<li style=\"list-style-type: disc\"><span style=\"color: black;font-size: 11pt\">Grupo de vigas<\/span><\/li>\n<li style=\"list-style-type: disc\"><span style=\"color: black;font-size: 11pt\">Cerchas met<\/span><span lang=\"ES-CO\" style=\"font-size: 11pt;color: black\">\u00e1licas utilizando plantillas<\/span><\/li>\n<li style=\"list-style-type: disc\"><span lang=\"ES-CO\" style=\"font-size: 11pt;color: black\">Cerchas met\u00e1licas desde archivos DXF<\/span><\/li>\n<li style=\"list-style-type: disc\"><span lang=\"ES-CO\" style=\"font-size: 11pt;color: black\">Desagrupar cerchas<\/span><\/li>\n<li style=\"list-style-type: disc\"><span lang=\"ES-CO\" style=\"font-size: 11pt;color: black\">Agrupar cerchas<\/span><\/li>\n<li style=\"list-style-type: disc\"><span lang=\"ES-CO\" style=\"font-size: 11pt;color: black\">Modelado de domos de acero<\/span><\/li>\n<li style=\"list-style-type: disc\"><span lang=\"ES-CO\" style=\"font-size: 11pt;color: black\">Losas compuestas<\/span><\/li>\n<li style=\"list-style-type: disc\"><span lang=\"ES-CO\" style=\"font-size: 11pt;color: black\">Coberturas y recubrimientos<\/span><\/li>\n<\/ol>\n<div><\/div>\n<div><\/div>\n<div><\/div>\n<div><b>Sesi\u00f3n 4 &#8211; Introducci<\/b><span style=\"color: black;font-size: 11pt\"><b>\u00f3n de Cargas<\/b><\/span><\/div>\n<ol>\n<li style=\"list-style-type: disc\">Generador de combinaciones de carga<\/li>\n<li style=\"list-style-type: disc\">Crear nuevos casos de carga (Orden de las combinaciones)<\/li>\n<li style=\"list-style-type: disc\">Librer\u00edas de carga. Cargas adicionales distribuidas y cargas de muros<\/li>\n<li style=\"list-style-type: disc\">Editor de cargas de piso<\/li>\n<li style=\"list-style-type: disc\">Editor de cargas de elemento<\/li>\n<li style=\"list-style-type: disc\">Cargas de mamposter\u00eda. Edici\u00f3n, aberturas, copiado y pegado<\/li>\n<li style=\"list-style-type: disc\">Cargas S\u00edsmicas<\/li>\n<li style=\"list-style-type: disc\">Cargas de viento<\/li>\n<li style=\"list-style-type: disc\">Carga de componentes no estructurales<\/li>\n<li style=\"list-style-type: disc\">Descomposici\u00f3n de cargas por elementos finitos<\/li>\n<li style=\"list-style-type: disc\">Definici\u00f3n de patrones de carga<\/li>\n<\/ol>\n<div>\n<div><\/div>\n<\/div>\n<div><\/div>\n<div><\/div>\n<div><\/div>\n<div>\n<div class=\" align-left\" style=\"text-align: left\"><b>Sesi\u00f3n 5 &#8211;<span class=\"font\"><span class=\"size\" style=\"font-size: 16px;line-height: normal\"><span class=\"colour\"><span class=\"highlight\">&nbsp;<\/span><\/span><\/span><\/span><span lang=\"ES-CO\" style=\"font-size: 11pt;color: black\"><span class=\"font\"><span class=\"size\" style=\"font-size: 16px;line-height: normal\"><span class=\"colour\"><span class=\"highlight\">Repaso, Generaci\u00f3n de Modelo<\/span><\/span><\/span><\/span><\/span><\/b><\/div>\n<div class=\" align-left\" style=\"text-align: left\"><span>En<br \/>\nesta sesi\u00f3n se realiza un repaso general de los presentando en las sesiones<br \/>\nanteriores sobre un modelo real. Se exploran las opciones de importaci\u00f3n de<br \/>\narchivos CAD para la generaci\u00f3n de modelo y las necesidades reales de<br \/>\ncoordinaci\u00f3n de una estructura.<\/span><\/div>\n<div class=\" align-left\" style=\"text-align: left\"><\/div>\n<div class=\" align-left\" style=\"text-align: left\"><\/div>\n<div class=\" align-left\" style=\"text-align: left\"><\/div>\n<div class=\" align-left\" style=\"text-align: left\"><\/div>\n<div class=\" align-left\" style=\"text-align: left\"><b>Sesi\u00f3n 6 &#8211;<span class=\"font\"><span class=\"size\" style=\"font-size: 16px;line-height: normal\"><span class=\"colour\"><span class=\"highlight\">&nbsp;<\/span><\/span><\/span><\/span><span lang=\"ES-CO\" style=\"font-size: 11pt;color: black\"><span class=\"highlight\"><span class=\"colour\"><span class=\"size\" style=\"font-size: 16px;line-height: normal\"><span class=\"font\">Revisi\u00f3n y An\u00e1lisis<br \/>\n(Primera p<\/span><\/span><\/span><\/span><span class=\"font\"><span class=\"size\" style=\"font-size: 16px;line-height: normal\"><span class=\"colour\"><span class=\"highlight\">arte)<\/span><\/span><\/span><\/span><\/span><span class=\"font\"><span class=\"size\" style=\"font-size: 16px;line-height: normal\"><span class=\"colour\"><span class=\"highlight\">&nbsp;&nbsp;<\/span><\/span><\/span><\/span><\/b><\/div>\n<ol>\n<li style=\"list-style-type: disc\">Chequeo del modelo<\/li>\n<li style=\"list-style-type: disc\">Reetiquetado de elementos<\/li>\n<li style=\"list-style-type: disc\">Desplazamiento de elementos a los ejes<\/li>\n<li style=\"list-style-type: disc\">Eliminar ejes no utilizados<\/li>\n<li style=\"list-style-type: disc\">Ajustar ejes casi ortogonales<\/li>\n<li style=\"list-style-type: disc\">Purgar secciones<\/li>\n<li style=\"list-style-type: disc\">Chequeo de espesores de losa<\/li>\n<li style=\"list-style-type: disc\">Chequeo de espesores de muros<\/li>\n<li style=\"list-style-type: disc\">Reporte de articulaciones, juntas y aisladores s\u00edsmicos<\/li>\n<li style=\"list-style-type: disc\">Descripci\u00f3n de las opciones de interrogaci\u00f3n visual<\/li>\n<li style=\"list-style-type: disc\">Administrador de an\u00e1lisis<\/li>\n<li style=\"list-style-type: disc\">An\u00e1lisis del edificio (interfaz de opciones de an\u00e1lisis)<\/li>\n<\/ol>\n<div><\/div>\n<div><\/div>\n<div><\/div>\n<div>\n<div class=\" align-left\"><b>Sesi\u00f3n 7 &#8211;<span class=\"font\"><span style=\"font-size: 16px;line-height: normal\" class=\"size\"><span class=\"colour\"><span class=\"highlight\">&nbsp;<\/span><\/span><\/span><\/span><span style=\"font-size: 11pt;color: black\" lang=\"ES-CO\"><span class=\"highlight\"><span class=\"colour\"><span style=\"font-size: 16px;line-height: normal\" class=\"size\"><span class=\"font\">Revisi\u00f3n y An\u00e1lisis (Segunda p<\/span><\/span><\/span><\/span><span class=\"font\"><span style=\"font-size: 16px;line-height: normal\" class=\"size\"><span class=\"colour\"><span class=\"highlight\">arte)<\/span><\/span><\/span><\/span><\/span><span class=\"font\"><span style=\"font-size: 16px;line-height: normal\" class=\"size\"><span class=\"colour\"><span class=\"highlight\">&nbsp;&nbsp;<\/span><\/span><\/span><\/span><\/b><\/div>\n<\/div>\n<ol>\n<li style=\"list-style-type: disc\">An\u00e1lisis del edificio<br \/>\n(interfaz de opciones de an\u00e1lisis<\/li>\n<li style=\"list-style-type: disc\">An\u00e1lisis de EF de Piso<\/li>\n<li style=\"list-style-type: disc\">An\u00e1lisis EF de la Cimentaci<span style=\"font-size: 14.6667px;text-indent: -24px\">\u00f3<\/span>n<\/li>\n<li style=\"list-style-type: disc\">Descomposici<span style=\"font-size: 14.6667px;text-indent: -24px\">\u00f3n de Carga por EF<\/span><\/li>\n<li style=\"list-style-type: disc\"><span style=\"font-size: 14.6667px;text-indent: -24px\">Informe de Comparaci<\/span><span style=\"font-size: 14.6667px;text-indent: -24px\">\u00f3n de Carga Axial<\/span><\/li>\n<li style=\"list-style-type: disc\"><span style=\"font-size: 14.6667px;text-indent: -24px\">Administrator de reportes<\/span><\/li>\n<\/ol>\n<div><\/div>\n<div><\/div>\n<div><\/div>\n<\/div>\n<div class=\" align-left\" style=\"text-align: left\"><b>Sesi\u00f3n 8 &#8211; Di<span class=\"font\"><span class=\"size\" style=\"font-size: 16px;line-height: normal\"><span class=\"colour\"><span class=\"highlight\">se<\/span><\/span><\/span><\/span><\/b><span style=\"color: black;font-size: 11pt\"><span class=\"font\"><span class=\"size\" style=\"font-size: 16px;line-height: normal\"><span class=\"colour\"><span class=\"highlight\"><b>\u00f1<\/b><\/span><\/span><\/span><\/span><\/span><b><span class=\"font\"><span class=\"size\" style=\"font-size: 16px;line-height: normal\"><span class=\"colour\"><span class=\"highlight\">o de<\/span><\/span><\/span><\/span> Elementos&nbsp;<\/b><\/div>\n<ol>\n<li style=\"list-style-type: disc\">Di<span class=\"font\"><span class=\"size\" style=\"font-size: 16px;line-height: normal\"><span class=\"colour\"><span class=\"highlight\">se<\/span><\/span><\/span><\/span><span style=\"color: black;font-size: 11pt\"><span class=\"font\"><span class=\"size\" style=\"font-size: 16px;line-height: normal\"><span class=\"colour\"><span class=\"highlight\">\u00f1<\/span><\/span><\/span><\/span><\/span><span class=\"font\"><span class=\"size\" style=\"font-size: 16px;line-height: normal\">o de columnas y muros de corte<\/span><\/span><\/li>\n<li style=\"list-style-type: disc\">Di<span class=\"font\"><span class=\"size\" style=\"font-size: 16px;line-height: normal\">se<\/span><\/span><span style=\"color: black;font-size: 11pt\"><span class=\"font\"><span class=\"size\" style=\"font-size: 16px;line-height: normal\"><span class=\"colour\">\u00f1<\/span><\/span><\/span><\/span><span class=\"font\"><span class=\"size\" style=\"font-size: 16px;line-height: normal\">o de vigas de piso<\/span><\/span><\/li>\n<li style=\"list-style-type: disc\"><span class=\"font\"><span class=\"size\" style=\"font-size: 16px;line-height: normal\"><span style=\"font-size: 15px\">Di<\/span><span class=\"font\" style=\"font-size: 15px\"><span class=\"size\" style=\"font-size: 16px;line-height: normal\"><span class=\"colour\"><span class=\"highlight\">se<\/span><\/span><\/span><\/span><span style=\"color: black;font-size: 11pt\"><span class=\"font\"><span class=\"size\" style=\"font-size: 16px;line-height: normal\"><span class=\"colour\"><span class=\"highlight\">\u00f1<\/span><\/span><\/span><\/span><\/span><span class=\"font\" style=\"font-size: 15px\"><span class=\"size\" style=\"font-size: 16px;line-height: normal\">o de vigas nervadas<\/span><\/span><\/span><\/span><\/li>\n<li style=\"list-style-type: disc\">An\u00e1lisis y di<span class=\"font\"><span class=\"size\" style=\"font-size: 16px;line-height: normal\">se<\/span><\/span><span style=\"color: black;font-size: 11pt\"><span class=\"font\"><span class=\"size\" style=\"font-size: 16px;line-height: normal\"><span class=\"colour\">\u00f1<\/span><\/span><\/span><\/span><span class=\"font\"><span class=\"size\" style=\"font-size: 16px;line-height: normal\">o de losa<\/span><\/span><\/li>\n<li style=\"list-style-type: disc\">An\u00e1lisis de losas nervadas<\/li>\n<\/ol>\n<div><\/div>\n<div><\/div>\n","protected":false},"excerpt":{"rendered":"<p>Este curso de capacitaci\u00f3n tiene como objetivo presentar las capacidades integrales, las mejores pr\u00e1cticas en ingenier\u00eda estructural y las \u00faltimas caracter\u00edsticas de ProtaStructure, ProtaDetails, ProtaSteel&hellip;<\/p>\n","protected":false},"author":0,"featured_media":0,"parent":0,"menu_order":0,"template":"","meta":{"_whitepaper_youtube_videos":"","_whitepaper_youtube_url":"","_whitepaper_youtube_thumbnail":"","footnotes":""},"categories":[57],"whitepaper_topic":[],"whitepaper_product":[],"whitepaper_type":[],"class_list":["post-2252","wiki","type-wiki","status-publish","hentry","category-modelado-diseno-analisis-y-detallado-con-protastructure-suite"],"yoast_head":"<!-- This site is optimized with the Yoast SEO Premium plugin v27.9 (Yoast SEO v27.9) - https:\/\/yoast.com\/product\/yoast-seo-premium-wordpress\/ -->\n<title>Seminario Protastructure Suite De 0 A 100 - Prota Software<\/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:\/\/protasoftware.com\/es\/soporte\/manuales-tecnicos\/seminario-protastructure-suite-de-0-a-100\/\" \/>\n<meta property=\"og:locale\" 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