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=64 tpl=download-button \/]<\/p>\n","protected":false},"excerpt":{"rendered":"General Single span beam analysis, no applied moments.","protected":false},"author":1,"featured_media":540,"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\/539"}],"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=539"}],"version-history":[{"count":2,"href":"https:\/\/xl-viking.com\/wp-json\/wp\/v2\/posts\/539\/revisions"}],"predecessor-version":[{"id":1267,"href":"https:\/\/xl-viking.com\/wp-json\/wp\/v2\/posts\/539\/revisions\/1267"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/xl-viking.com\/wp-json\/wp\/v2\/media\/540"}],"wp:attachment":[{"href":"https:\/\/xl-viking.com\/wp-json\/wp\/v2\/media?parent=539"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/xl-viking.com\/wp-json\/wp\/v2\/categories?post=539"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/xl-viking.com\/wp-json\/wp\/v2\/tags?post=539"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}
\n“Modern Formulas for Statics and Dynamics, A Stress-and-Strain Approach”, by Walter D. Pilkey and Pin Yu Chang, McGraw-Hill Book Company (1978), pages 11 to 21.<\/p>\n
\nGeneral Single span beam analysis, no applied moments.<\/p>\n