Other design references: cross-beam report in English PS0016<\/a>, drawings of cross-beams 1, 2 and 3 respectively PS0027<\/a>, PS0028<\/a>, PS0029 <\/a>and cross-beam details PS0030<\/a>.<\/p>\n\n\n\n A transverse bracing system, as shown in the drawing, is used to reduce the span lengths of the transverse stiffener and limit the stiffener's strength requirements. The bracing system consists of the following circular hollow sections: CHS 219.1\u00d712.5, CHS 323.9\u00d712.5, and CHS 406\u00d716.<\/p>\n\n\n\n <\/p>\n<\/div>\n<\/div>\n<\/div>\n\n\n\n Stiffeners<\/em> As can be seen in the drawing, there are 30 transverse (type A and type B) and 12 longitudinal (type 1, 2 and 3).<\/p>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n\n\n\n 6.20 m wide along the entire length at the centre of the crosspiece.<\/p>\n<\/div>\n<\/div>\n<\/div>\n\n\n\n Gusset plates<\/em> 10 to attach the 8 braces and 2 at the opposite ends of the braces on the sides of the crosspiece to attach the plate to the final part.<\/p>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n<\/div>","protected":false},"excerpt":{"rendered":" Il trasverso come \u00e8 nel Progetto Definitivo del 2011 di COWI I trasversi che collegano le due gambe di ciascuna torre sono localizzati approssimativamente alle quote +125 m, +250 m e +375 m. Ciascun trasverso \u00e8 largo 8 m e ha un\u2019altezza variabile tra 11,5 m in corrispondenza della mezzeria del ponte e circa 22 […]<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":124,"menu_order":0,"comment_status":"open","ping_status":"closed","template":"no-title-sticky-header","meta":{"_monsterinsights_skip_tracking":false,"footnotes":""},"class_list":["post-524","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/www.engineerpalamara.it\/en\/wp-json\/wp\/v2\/pages\/524","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.engineerpalamara.it\/en\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/www.engineerpalamara.it\/en\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/www.engineerpalamara.it\/en\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/www.engineerpalamara.it\/en\/wp-json\/wp\/v2\/comments?post=524"}],"version-history":[{"count":24,"href":"https:\/\/www.engineerpalamara.it\/en\/wp-json\/wp\/v2\/pages\/524\/revisions"}],"predecessor-version":[{"id":567,"href":"https:\/\/www.engineerpalamara.it\/en\/wp-json\/wp\/v2\/pages\/524\/revisions\/567"}],"up":[{"embeddable":true,"href":"https:\/\/www.engineerpalamara.it\/en\/wp-json\/wp\/v2\/pages\/124"}],"wp:attachment":[{"href":"https:\/\/www.engineerpalamara.it\/en\/wp-json\/wp\/v2\/media?parent=524"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}![\"\"](\"https:\/\/www.engineerpalamara.it\/wp-content\/uploads\/2026\/05\/transverso-COWI-1024x572.png\"){kind=spacer}
<\/figure>\n<\/div>\n\n\n\n8<\/h3>\n\n\n\n
Counterwinds<\/h3>\n\n\n\n
42<\/h3>\n\n\n\n
Stiffeners<\/h3>\n\n\n\n
1<\/h3>\n\n\n\n
Plate<\/h3>\n\n\n\n
12<\/h3>\n\n\n\n
Gusset plates<\/h3>\n\n\n\n