{"id":2370,"date":"2025-08-23T08:41:11","date_gmt":"2025-08-23T07:41:11","guid":{"rendered":"https:\/\/dhwnews.com\/?p=2370"},"modified":"2025-08-23T17:22:14","modified_gmt":"2025-08-23T16:22:14","slug":"black-potts-footbridge-structural-analysis-and-conclusions","status":"publish","type":"post","link":"https:\/\/dhwnews.com\/?p=2370","title":{"rendered":"Black Potts footbridge &#8211; structural analysis and conclusions"},"content":{"rendered":"<p>Black Potts Footbridge Structural Analysis and conclusions &#8211; with the assistance of a search engine and Ai (Claude).<\/p>\n<p>Below is the Black Potts footbridge in August 2004<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"alignnone size-medium wp-image-2383\" src=\"https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/08\/HPIM0139-300x226.jpg\" alt=\"\" width=\"300\" height=\"226\" srcset=\"https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/08\/HPIM0139-300x226.jpg 300w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/08\/HPIM0139-1024x772.jpg 1024w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/08\/HPIM0139-768x579.jpg 768w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/08\/HPIM0139-1536x1157.jpg 1536w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/08\/HPIM0139-2048x1543.jpg 2048w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/08\/HPIM0139-850x640.jpg 850w\" sizes=\"auto, (max-width: 300px) 100vw, 300px\" \/><\/p>\n<p><strong><span style=\"color: #ff0000;\">The following images are recent and unchanged.\u00a0 All dimensions and loads are estimated because the footbridge is no longer accessible.<\/span><\/strong><\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"alignnone size-medium wp-image-2100\" src=\"https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/07\/IMG_8570-300x200.jpg\" alt=\"\" width=\"300\" height=\"200\" srcset=\"https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/07\/IMG_8570-300x200.jpg 300w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/07\/IMG_8570-1024x683.jpg 1024w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/07\/IMG_8570-768x512.jpg 768w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/07\/IMG_8570-1536x1024.jpg 1536w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/07\/IMG_8570-2048x1365.jpg 2048w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/07\/IMG_8570-850x567.jpg 850w\" sizes=\"auto, (max-width: 300px) 100vw, 300px\" \/><\/p>\n<p>Below is a close-up image of the &#8216;Bay 9&#8217; structural issue.<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"alignnone size-medium wp-image-1727\" src=\"https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/05\/IMG_8102-300x200.jpg\" alt=\"\" width=\"300\" height=\"200\" srcset=\"https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/05\/IMG_8102-300x200.jpg 300w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/05\/IMG_8102-1024x683.jpg 1024w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/05\/IMG_8102-768x512.jpg 768w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/05\/IMG_8102-1536x1024.jpg 1536w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/05\/IMG_8102-2048x1365.jpg 2048w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/05\/IMG_8102-850x567.jpg 850w\" sizes=\"auto, (max-width: 300px) 100vw, 300px\" \/><\/p>\n<p>Below is the &#8216;Post 10&#8217; block shear failure structural issue.<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"alignnone size-medium wp-image-1717\" src=\"https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/05\/IMG_7986-300x200.jpg\" alt=\"\" width=\"300\" height=\"200\" srcset=\"https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/05\/IMG_7986-300x200.jpg 300w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/05\/IMG_7986-1024x683.jpg 1024w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/05\/IMG_7986-768x512.jpg 768w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/05\/IMG_7986-1536x1024.jpg 1536w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/05\/IMG_7986-2048x1365.jpg 2048w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/05\/IMG_7986-850x567.jpg 850w\" sizes=\"auto, (max-width: 300px) 100vw, 300px\" \/><\/p>\n<p>The footbridge design is identified as a subdivided Warren\/Fink Truss &#8211; 10 Bay Configuration<br \/>\n<strong>Design Parameters &amp; Assumptions<\/strong>:<br \/>\n\u2022 Truss Type: Subdivided Warren Truss \/ Fink Truss configuration<br \/>\n\u2022 Structure: 10 rectangular bays, approx. 1.5m high \u00d7 2m long each<br \/>\n\u2022 Total span: 20m<br \/>\n\u2022 Total dead load: 10 tonnes (1000 kg\/m distributed)<br \/>\n\u2022 Live load: 5 kN\/m\u00b2 (pedestrian loading to BS EN 1991-2)<br \/>\n\u2022 Material: Timber construction<br \/>\n\u2022 Support conditions: Simply supported at ends<br \/>\n\u2022 Load combination: Dead Load + Live Load (critical case)<br \/>\n\u2022 Truss characteristic: Alternating diagonal pattern typical of Warren\/Fink design<\/p>\n<p>You will find additional notes, diagrams and a composite image using the link below<\/p>\n<p><a href=\"https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/08\/Black-Potts-joint-images-22-8-2025.docx\"><span style=\"color: #0000ff;\"><strong>Black Potts joint images 22-8-2025<\/strong><\/span><\/a><\/p>\n<p><span style=\"color: #ff0000;\"><strong>In conclusion<\/strong><\/span> &#8211; the structural forces diagram and calculations highlight the inability of the bay 9 posts and diagonal to transfer any loads.\u00a0 Consequently those forces are transferred (as significant increases) to the top and bottom horizontals.<\/p>\n<p>END<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Black Potts Footbridge Structural Analysis and conclusions &#8211; with the assistance of a search engine and Ai (Claude). Below is the Black Potts footbridge in August 2004 The following images are recent&#8230;<\/p>\n","protected":false},"author":1,"featured_media":0,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"_jetpack_memberships_contains_paid_content":false,"footnotes":""},"categories":[1],"tags":[159],"class_list":["post-2370","post","type-post","status-publish","format-standard","hentry","category-uncategorized","tag-black-potts-footbridge"],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v27.3 - https:\/\/yoast.com\/product\/yoast-seo-wordpress\/ -->\n<title>Black Potts footbridge - structural analysis and conclusions - DHWNEWS<\/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:\/\/dhwnews.com\/?p=2370\" \/>\n<meta property=\"og:locale\" content=\"en_GB\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Black Potts footbridge - structural analysis and conclusions - DHWNEWS\" \/>\n<meta property=\"og:description\" content=\"Black Potts Footbridge Structural Analysis and conclusions &#8211; with the assistance of a search engine and Ai (Claude). 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