{"id":310578,"date":"2023-10-09T07:38:30","date_gmt":"2023-10-09T07:38:30","guid":{"rendered":"\/forum\/forums\/topic\/force-reaction-in-pushover-analysis\/"},"modified":"2023-10-09T07:38:30","modified_gmt":"2023-10-09T07:38:30","slug":"force-reaction-in-pushover-analysis","status":"closed","type":"topic","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/force-reaction-in-pushover-analysis\/","title":{"rendered":"force reaction in pushover analysis"},"content":{"rendered":"<p>hello<\/p>\n<p>I have simulated a masonry arch bridge using Workbench 2017 and inserted the following material specifications. The pushover curve obtained using maximum deformation and force reaction is shown in the figure. The black points represent the maximum force reactions obtained from transient analyses.&nbsp;<\/p>\n<p>Is a bridge with these material properties and a weight of 73477 kN logical to have these force reactions?<\/p>\n<p>&nbsp;<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" title=\"materials\" src=\"\/forum\/wp-content\/uploads\/sites\/2\/2023\/10\/09-10-2023-1696836830-material.jpg\" alt=\"\" width=\"673\" height=\"353\"><\/p>\n<p>&nbsp;<\/p>\n<p><img decoding=\"async\" title=\"pushover curve\" src=\"\/forum\/wp-content\/uploads\/sites\/2\/2023\/10\/09-10-2023-1696836916-pushover curve.jpg\" alt=\"\"><\/p>\n","protected":false},"template":"","class_list":["post-310578","topic","type-topic","status-closed","hentry","topic-tag-bridge","topic-tag-force-reaction","topic-tag-masonry-1","topic-tag-push-overanalysis-1","topic-tag-transient-structural"],"aioseo_notices":[],"aioseo_head":"\n\t\t<!-- All in One SEO 4.9.10 - aioseo.com -->\n\t<meta name=\"description\" content=\"helloI have simulated a masonry arch bridge using Workbench 2017 and inserted the following material specifications. 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Is a bridge with these material properties and a weight of 73477 kN\" \/>\n\t<meta name=\"robots\" content=\"max-image-preview:large\" \/>\n\t<link rel=\"canonical\" href=\"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/force-reaction-in-pushover-analysis\/\" \/>\n\t<meta name=\"generator\" content=\"All in One SEO (AIOSEO) 4.9.10\" \/>\n\t\t<meta property=\"og:locale\" content=\"en_US\" \/>\n\t\t<meta property=\"og:site_name\" content=\"Ansys Learning Forum | Ansys Innovation Space\" \/>\n\t\t<meta property=\"og:type\" content=\"article\" \/>\n\t\t<meta property=\"og:title\" content=\"force reaction in pushover analysis | Ansys Learning Forum\" \/>\n\t\t<meta property=\"og:description\" content=\"helloI have simulated a masonry arch bridge using Workbench 2017 and inserted the following material specifications. The pushover curve obtained using maximum deformation and force reaction is shown in the figure. The black points represent the maximum force reactions obtained from transient analyses. 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The pushover curve obtained using maximum deformation and force reaction is shown in the figure. The black points represent the maximum force reactions obtained from transient analyses. 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