Sample Engineering Spreadsheets Provided by Abbott Aerospace Inc<\/a><\/p>\n This spreadsheet uses the XL-Viking Plugin to display equations. The Spreadsheet will calculate correctly without the plugin and can be used ‘as is’ but none of the math will be visible. To find out more about XL-Viking click here<\/a>.<\/p>\n References:<\/strong> Description:<\/strong> \u00a0[wpfilebase tag=file id=59 tpl=download-button \/]<\/p>\n","protected":false},"excerpt":{"rendered":"Method to determine the shear flow in webs and skins for two cell box beam subject to shear and torsion loads.","protected":false},"author":1,"featured_media":525,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[10],"tags":[],"aioseo_notices":[],"_links":{"self":[{"href":"https:\/\/xl-viking.com\/wp-json\/wp\/v2\/posts\/524"}],"collection":[{"href":"https:\/\/xl-viking.com\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/xl-viking.com\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/xl-viking.com\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/xl-viking.com\/wp-json\/wp\/v2\/comments?post=524"}],"version-history":[{"count":2,"href":"https:\/\/xl-viking.com\/wp-json\/wp\/v2\/posts\/524\/revisions"}],"predecessor-version":[{"id":1262,"href":"https:\/\/xl-viking.com\/wp-json\/wp\/v2\/posts\/524\/revisions\/1262"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/xl-viking.com\/wp-json\/wp\/v2\/media\/525"}],"wp:attachment":[{"href":"https:\/\/xl-viking.com\/wp-json\/wp\/v2\/media?parent=524"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/xl-viking.com\/wp-json\/wp\/v2\/categories?post=524"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/xl-viking.com\/wp-json\/wp\/v2\/tags?post=524"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}
\nBruhn, Chapter A15.13 Method of Successive Approximations<\/p>\n
\nMethod to determine the shear flow in webs and skins for two cell box beam subject to shear and torsion loads.<\/p>\n