{"product_id":"session-c-d-failure-modes-and-capacity-principles-flexure-and-failure-modes-and-capacity-principles-shear-and-fatigue","title":"Session c \u0026 d : Failure Modes and Capacity Principles - Flexure and Failure Modes and Capacity Principles – Shear and Fatigue","description":"\u003ch3 style=\"text-align: center;\"\u003eSession 2 - 0.1 CEU\u003c\/h3\u003e\n\u003cp style=\"text-align: center;\"\u003eDuration: 1 h 20 m\u003c\/p\u003e\n\u003cp style=\"text-align: center;\"\u003e\u003cstrong\u003e\u003cspan\u003eFor more information or to purchase the CSA standards discussed in this webinar please visit:  store.csagroup.org or call 1-800-463-6727\u003c\/span\u003e\u003c\/strong\u003e\u003c\/p\u003e\n\u003cp\u003eThis is the\u003cspan\u003e \u003c\/span\u003e\u003cstrong\u003ethird and fourth session of a nine-part webinar\u003c\/strong\u003e. The following topics will be presented:\u003c\/p\u003e\n\u003cp\u003e\u003cstrong\u003eSession C: \u003cspan class=\"TextRun SCXP91551894 BCX8\" lang=\"EN-US\"\u003e\u003cspan class=\"NormalTextRun SCXP91551894 BCX8\"\u003eFailure Modes and Capacity Principles \u003c\/span\u003e\u003c\/span\u003e\u003cspan class=\"TextRun SCXP91551894 BCX8\" lang=\"EN-US\"\u003e\u003cspan class=\"NormalTextRun SCXP91551894 BCX8\"\u003e- Flexure\u003c\/span\u003e\u003c\/span\u003e\u003c\/strong\u003e\u003cspan class=\"EOP SCXP91551894 BCX8\"\u003e\u003c\/span\u003e\u003c\/p\u003e\n\u003cul class=\"BulletListStyle1 SCXP236925661 BCX8\" role=\"list\"\u003e\n\u003cli role=\"listitem\" class=\"OutlineElement Ltr SCXP236925661 BCX8\"\u003e\n\u003cp class=\"Paragraph WhiteSpaceCollapse SCXP236925661 BCX8\" lang=\"EN-US\"\u003e\u003cspan class=\"LineBox SCXP236925661 BCX8\"\u003e\u003cspan class=\"TextRun SCXP236925661 BCX8\" lang=\"EN-US\"\u003e\u003cspan class=\"NormalTextRun SCXP236925661 BCX8\"\u003eIntroduction – How does S6:25 Determine Flexure Capacity\u003c\/span\u003e\u003c\/span\u003e\u003cspan class=\"EOP SCXP236925661 BCX8\"\u003e\u003c\/span\u003e\u003c\/span\u003e\u003cbr\u003e\u003c\/p\u003e\n\u003c\/li\u003e\n\u003cli role=\"listitem\" class=\"OutlineElement Ltr SCXP236925661 BCX8\"\u003e\n\u003cp class=\"Paragraph WhiteSpaceCollapse SCXP236925661 BCX8\" lang=\"EN-US\"\u003e\u003cspan class=\"LineBox SCXP236925661 BCX8\"\u003e\u003cspan class=\"TextRun SCXP236925661 BCX8\" lang=\"EN-US\"\u003e\u003cspan class=\"NormalTextRun SCXP236925661 BCX8\"\u003eCritical Elastic Moment\u003c\/span\u003e\u003c\/span\u003e\u003cspan class=\"EOP SCXP236925661 BCX8\"\u003e\u003c\/span\u003e\u003c\/span\u003e\u003cbr\u003e\u003c\/p\u003e\n\u003c\/li\u003e\n\u003cli role=\"listitem\" class=\"OutlineElement Ltr SCXP236925661 BCX8\"\u003e\n\u003cp class=\"Paragraph WhiteSpaceCollapse SCXP236925661 BCX8\" lang=\"EN-US\"\u003e\u003cspan class=\"LineBox SCXP236925661 BCX8\"\u003e\u003cspan class=\"TextRun SCXP236925661 BCX8\" lang=\"EN-US\"\u003e\u003cspan class=\"NormalTextRun SCXP236925661 BCX8\"\u003eCross-Sectional Moment Behaviour\u003c\/span\u003e\u003c\/span\u003e\u003cspan class=\"EOP SCXP236925661 BCX8\"\u003e\u003c\/span\u003e\u003c\/span\u003e\u003cbr\u003e\u003c\/p\u003e\n\u003c\/li\u003e\n\u003cli role=\"listitem\" class=\"OutlineElement Ltr SCXP236925661 BCX8\"\u003e\n\u003cp class=\"Paragraph WhiteSpaceCollapse SCXP236925661 BCX8\" lang=\"EN-US\"\u003e\u003cspan class=\"LineBox SCXP236925661 BCX8\"\u003e\u003cspan class=\"TextRun SCXP236925661 BCX8\" lang=\"EN-US\"\u003e\u003cspan class=\"NormalTextRun SCXP236925661 BCX8\"\u003eFactored Moment Resistance\u003c\/span\u003e\u003c\/span\u003e\u003cspan class=\"EOP SCXP236925661 BCX8\"\u003e\u003c\/span\u003e\u003c\/span\u003e\u003cbr\u003e\u003c\/p\u003e\n\u003c\/li\u003e\n\u003cli role=\"listitem\" class=\"OutlineElement Ltr SCXP236925661 BCX8\"\u003e\n\u003cp class=\"Paragraph WhiteSpaceCollapse SCXP236925661 BCX8\" lang=\"EN-US\"\u003e\u003cspan class=\"LineBox SCXP236925661 BCX8\"\u003e\u003cspan class=\"TextRun SCXP236925661 BCX8\" lang=\"EN-US\"\u003e\u003cspan class=\"NormalTextRun SCXP236925661 BCX8\"\u003eEngineering Interpretation and Design Implications\u003c\/span\u003e\u003c\/span\u003e\u003cspan class=\"EOP SCXP236925661 BCX8\"\u003e\u003c\/span\u003e\u003c\/span\u003e\u003cbr\u003e\u003c\/p\u003e\n\u003c\/li\u003e\n\u003cli role=\"listitem\" class=\"OutlineElement Ltr SCXP236925661 BCX8\"\u003e\n\u003cp class=\"Paragraph WhiteSpaceCollapse SCXP236925661 BCX8\" lang=\"EN-US\"\u003e\u003cspan class=\"LineBox SCXP236925661 BCX8\"\u003e\u003cspan class=\"TextRun SCXP236925661 BCX8\" lang=\"EN-US\"\u003e\u003cspan class=\"NormalTextRun SCXP236925661 BCX8\"\u003eMembers without LTB and Bending about the Minor Axis\u003cspan\u003e \u003c\/span\u003e\u003c\/span\u003e\u003c\/span\u003e\u003cspan class=\"EOP SCXP236925661 BCX8\"\u003e\u003c\/span\u003e\u003c\/span\u003e\u003c\/p\u003e\n\u003c\/li\u003e\n\u003c\/ul\u003e\n\u003cp\u003e\u003cstrong\u003eSession D: \u003cspan lang=\"EN-US\" style=\"mso-ansi-language: EN-US;\"\u003eFailure Modes and Capacity Principles – Shear and Fatigue\u003c\/span\u003e\u003c\/strong\u003e\u003c\/p\u003e\n\u003cp class=\"MsoNoSpacing\" style=\"margin-left: 36.0pt; text-indent: -18.0pt; mso-list: l0 level1 lfo1; tab-stops: list 36.0pt;\"\u003e\u003c!-- [if !supportLists]--\u003e\u003cspan style=\"font-family: 'Arial',sans-serif; mso-fareast-font-family: Arial;\"\u003e\u003cspan style=\"mso-list: Ignore;\"\u003e•\u003cspan style=\"font: 7.0pt 'Times New Roman';\"\u003e       \u003c\/span\u003e\u003c\/span\u003e\u003c\/span\u003e\u003c!--[endif]--\u003e\u003cspan lang=\"EN-US\" style=\"mso-ansi-language: EN-US;\"\u003eIntroduction - Shear \u003c\/span\u003e\u003c\/p\u003e\n\u003cp class=\"MsoNoSpacing\" style=\"margin-left: 36.0pt; text-indent: -18.0pt; mso-list: l0 level1 lfo1; tab-stops: list 36.0pt;\"\u003e\u003c!-- [if !supportLists]--\u003e\u003cspan style=\"font-family: 'Arial',sans-serif; mso-fareast-font-family: Arial;\"\u003e\u003cspan style=\"mso-list: Ignore;\"\u003e•\u003cspan style=\"font: 7.0pt 'Times New Roman';\"\u003e       \u003c\/span\u003e\u003c\/span\u003e\u003c\/span\u003e\u003c!--[endif]--\u003e\u003cspan lang=\"EN-US\" style=\"mso-ansi-language: EN-US;\"\u003eWhat Governs shear Capacity in Steel Girders\u003c\/span\u003e\u003c\/p\u003e\n\u003cp class=\"MsoNoSpacing\" style=\"margin-left: 36.0pt; text-indent: -18.0pt; mso-list: l0 level1 lfo1; tab-stops: list 36.0pt;\"\u003e\u003c!-- [if !supportLists]--\u003e\u003cspan style=\"font-family: 'Arial',sans-serif; mso-fareast-font-family: Arial;\"\u003e\u003cspan style=\"mso-list: Ignore;\"\u003e•\u003cspan style=\"font: 7.0pt 'Times New Roman';\"\u003e       \u003c\/span\u003e\u003c\/span\u003e\u003c\/span\u003e\u003c!--[endif]--\u003e\u003cspan lang=\"EN-US\" style=\"mso-ansi-language: EN-US;\"\u003eTension Field Action in a Stiffened Plate Girder\u003c\/span\u003e\u003c\/p\u003e\n\u003cp class=\"MsoNoSpacing\" style=\"margin-left: 36.0pt; text-indent: -18.0pt; mso-list: l0 level1 lfo1; tab-stops: list 36.0pt;\"\u003e\u003c!-- [if !supportLists]--\u003e\u003cspan style=\"font-family: 'Arial',sans-serif; mso-fareast-font-family: Arial;\"\u003e\u003cspan style=\"mso-list: Ignore;\"\u003e•\u003cspan style=\"font: 7.0pt 'Times New Roman';\"\u003e       \u003c\/span\u003e\u003c\/span\u003e\u003c\/span\u003e\u003c!--[endif]--\u003e\u003cspan lang=\"EN-US\" style=\"mso-ansi-language: EN-US;\"\u003eRole of Transverse Stiffeners\u003c\/span\u003e\u003c\/p\u003e\n\u003cp class=\"MsoNoSpacing\" style=\"margin-left: 36.0pt; text-indent: -18.0pt; mso-list: l0 level1 lfo1; tab-stops: list 36.0pt;\"\u003e\u003c!-- [if !supportLists]--\u003e\u003cspan style=\"font-family: 'Arial',sans-serif; mso-fareast-font-family: Arial;\"\u003e\u003cspan style=\"mso-list: Ignore;\"\u003e•\u003cspan style=\"font: 7.0pt 'Times New Roman';\"\u003e       \u003c\/span\u003e\u003c\/span\u003e\u003c\/span\u003e\u003c!--[endif]--\u003e\u003cspan lang=\"EN-US\" style=\"mso-ansi-language: EN-US;\"\u003eFlexure and Shear Interaction\u003c\/span\u003e\u003c\/p\u003e\n\u003cp class=\"MsoNoSpacing\" style=\"margin-left: 36.0pt; text-indent: -18.0pt; mso-list: l0 level1 lfo1; tab-stops: list 36.0pt;\"\u003e\u003c!-- [if !supportLists]--\u003e\u003cspan style=\"font-family: 'Arial',sans-serif; mso-fareast-font-family: Arial;\"\u003e\u003cspan style=\"mso-list: Ignore;\"\u003e•\u003cspan style=\"font: 7.0pt 'Times New Roman';\"\u003e       \u003c\/span\u003e\u003c\/span\u003e\u003c\/span\u003e\u003c!--[endif]--\u003e\u003cspan lang=\"EN-US\" style=\"mso-ansi-language: EN-US;\"\u003eLocal effects – Web Crippling and Yielding\u003c\/span\u003e\u003c\/p\u003e\n\u003cp class=\"MsoNoSpacing\" style=\"margin-left: 36.0pt; text-indent: -18.0pt; mso-list: l0 level1 lfo1; tab-stops: list 36.0pt;\"\u003e\u003c!-- [if !supportLists]--\u003e\u003cspan style=\"font-family: 'Arial',sans-serif; mso-fareast-font-family: Arial;\"\u003e\u003cspan style=\"mso-list: Ignore;\"\u003e•\u003cspan style=\"font: 7.0pt 'Times New Roman';\"\u003e       \u003c\/span\u003e\u003c\/span\u003e\u003c\/span\u003e\u003c!--[endif]--\u003e\u003cspan lang=\"EN-US\" style=\"mso-ansi-language: EN-US;\"\u003eIntroduction – Fatigue\u003c\/span\u003e\u003c\/p\u003e\n\u003cp class=\"MsoNoSpacing\" style=\"margin-left: 36.0pt; text-indent: -18.0pt; mso-list: l0 level1 lfo1; tab-stops: list 36.0pt;\"\u003e\u003c!-- [if !supportLists]--\u003e\u003cspan style=\"font-family: 'Arial',sans-serif; mso-fareast-font-family: Arial;\"\u003e\u003cspan style=\"mso-list: Ignore;\"\u003e•\u003cspan style=\"font: 7.0pt 'Times New Roman';\"\u003e       \u003c\/span\u003e\u003c\/span\u003e\u003c\/span\u003e\u003c!--[endif]--\u003e\u003cspan lang=\"EN-US\" style=\"mso-ansi-language: EN-US;\"\u003eFatigue - Crack Initiation and Propagation\u003c\/span\u003e\u003c\/p\u003e\n\u003cp class=\"MsoNoSpacing\" style=\"margin-left: 36.0pt; text-indent: -18.0pt; mso-list: l0 level1 lfo1; tab-stops: list 36.0pt;\"\u003e\u003c!-- [if !supportLists]--\u003e\u003cspan style=\"font-family: 'Arial',sans-serif; mso-fareast-font-family: Arial;\"\u003e\u003cspan style=\"mso-list: Ignore;\"\u003e•\u003cspan style=\"font: 7.0pt 'Times New Roman';\"\u003e       \u003c\/span\u003e\u003c\/span\u003e\u003c\/span\u003e\u003c!--[endif]--\u003e\u003cspan lang=\"EN-US\" style=\"mso-ansi-language: EN-US;\"\u003eTypes of Fatigue\u003c\/span\u003e\u003c\/p\u003e\n\u003cp class=\"MsoNoSpacing\" style=\"margin-left: 36.0pt; text-indent: -18.0pt; mso-list: l0 level1 lfo1; tab-stops: list 36.0pt;\"\u003e\u003c!-- [if !supportLists]--\u003e\u003cspan style=\"font-family: 'Arial',sans-serif; mso-fareast-font-family: Arial;\"\u003e\u003cspan style=\"mso-list: Ignore;\"\u003e•\u003cspan style=\"font: 7.0pt 'Times New Roman';\"\u003e       \u003c\/span\u003e\u003c\/span\u003e\u003c\/span\u003e\u003c!--[endif]--\u003e\u003cspan lang=\"EN-US\" style=\"mso-ansi-language: EN-US;\"\u003eLoad-Induced Fatigue – S6:25 Approach\u003c\/span\u003e\u003c\/p\u003e\n\u003cp\u003e\u003cstrong\u003eEligibility for CEUs\u003c\/strong\u003e\u003c\/p\u003e\n\u003cp\u003eCEUs will be issued for this webinar to participants that meet the following criteria:\u003c\/p\u003e\n\u003col\u003e\n\u003cli\u003eParticipant must attend at least 75% of the webinar\u003c\/li\u003e\n\u003cli\u003eCEUs are only eligible for a participant with a 90% attention rating. In order to maximize your rating the webinar must be full screen. Working on other things while the webinar is running (i.e. not full attention) minimizes your attention rating. The webinar platform automatically tracks your rating.\u003c\/li\u003e\n\u003cli\u003eCEUs are issued to the registered contact person only (person with assigned seat)\u003c\/li\u003e\n\u003c\/ol\u003e\n\u003cp\u003e\u003cstrong\u003eNotes\u003c\/strong\u003e\u003c\/p\u003e\n\u003col\u003e\n\u003cli\u003eUpon your purchase, you will receive an email to register course participant seat(s). Assignment of your seat is necessary for course registration, a necessary step, even if you have purchased only one. Please check your junk folder if not in your inbox. An email for course material downloads (if applicable), will be provided after checkout.\u003c\/li\u003e\n\u003cli style=\"font-weight: bold;\"\u003e\u003cstrong\u003eCourses are non-refundable. Once you begin the course, you will have 120 days to complete it.\u003c\/strong\u003e\u003c\/li\u003e\n\u003cli\u003eThis course includes pdf handouts.\u003c\/li\u003e\n\u003c\/ol\u003e","brand":"CISC Steel Store","offers":[{"title":"Default Title","offer_id":50020591665394,"sku":"session2c\u00262d","price":175.0,"currency_code":"CAD","in_stock":true}],"thumbnail_url":"\/\/cdn.shopify.com\/s\/files\/1\/0475\/7848\/0808\/files\/S6-25GirderBridgeDesign.png?v=1788460204","url":"https:\/\/steelstore.cisc-icca.ca\/products\/session-c-d-failure-modes-and-capacity-principles-flexure-and-failure-modes-and-capacity-principles-shear-and-fatigue","provider":"CISC Steel Store","version":"1.0","type":"link"}