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X-WR-CALDESC:Events for The Masonry Society
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DTSTART:20221106T060000
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DTSTART;TZID=America/New_York:20221102T190000
DTEND;TZID=America/New_York:20221102T200000
DTSTAMP:20260404T134016
CREATED:20220517T165609Z
LAST-MODIFIED:20221117T174312Z
UID:51306-1667415600-1667419200@dev.masonrysociety.org
SUMMARY:Seismic/Limit States Design per TMS 402/602-22
DESCRIPTION:TMS 402/602-22 Night School – Session #3\nThis session of the TMS 402/602-22 Night School will review the changes to the provisions in Chapter 7 and Appendix C that effect the seismic design of masonry structures. This will include revisions to the requirements for special reinforced masonry shear walls\, changes to the requirements based on the assigned Seismic Design Category\, and changes made to the treatment of seismic displacements in the masonry code\, including a new deformation compatibility provision. The potential impacts of these changes will also be reviewed. \nLearning Objectives:\n\nReview the changes made in TMS 402/602-22 that affect seismic design\nUnderstand the technical background for the revisions to the provisions for special reinforced masonry shear walls.\nReview the relationship between ASCE 7-22 seismic displacements and the TMS 402 provisions including the use of MCER displacements.\nUnderstand the new deformation compatibility provision and its application.\n\nCredit: 1 PDH / 0.10 CEU / 1 LU\n\nRead more about this webinar series \nor \nPurchase this individual recording \n\nWebinar Recording & Certificates of Attendance\nRegistered attendees can view the webinar recording from the Streaming Info page here. You must be logged in to the user account that submitted the registration to access the streaming page. The continuing education form can also be found on that page. \n\nAbout the Presenter\nJohn Hochwalt\, PE\, SE\, FTMS\, is Director of Engineering for the Seattle Structural group of KPFF Consulting Engineers. He has practiced structural engineering for over thirty years\, and is a frequent author and editor of publications about the engineering of masonry structures. His publications include the Reinforced Masonry Engineering Handbook for the Masonry Institute of America (co-author James Amrhein) and Strength Design of Masonry for The Masonry Society (co-author Richard M. Bennett.) John is also active in the development of the masonry building code\, TMS 402/602\, serving as chair of the subcommittee for Seismic and Limit Design\, and as voting member of the main committee. He was also the recipient of the The Masonry Society’s Haller Award in 2021.
URL:https://dev.masonrysociety.org/event/seismic-limit-states-design-per-tms-402-602-22/
CATEGORIES:Night School,Webinars
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BEGIN:VEVENT
DTSTART;TZID=America/New_York:20221109T190000
DTEND;TZID=America/New_York:20221109T200000
DTSTAMP:20260404T134016
CREATED:20220517T165627Z
LAST-MODIFIED:20221117T174326Z
UID:51308-1668020400-1668024000@dev.masonrysociety.org
SUMMARY:Masonry Veneer Requirement Changes in TMS 402/602-22\, A Whole New Chapter
DESCRIPTION:TMS 402/602-22 Night School – Session #4\nThe chapter on masonry veneer has been extensively revised and updated for the 2022 edition of TMS 402/602. Prescriptive requirements for both anchored and adhered veneer have been simplified with many of the major requirements now found in a one or two tables. A tributary area method was added for engineered design of anchored veneer as well as guidance for modeling anchored veneer in a full engineered design. Both the prescriptive and engineered provisions for adhered veneer were enhanced. Learn how to design masonry veneer with the new provisions and determine where your specifications need to be upgraded to meet the new requirements. Also learn about updated installation and inspection requirements and allowable tolerances for both types of veneer in construction. The updated requirements will simplify the design of your masonry veneer projects and assure the most efficient design methods are being used. \nLearning Objectives:\n\nLearn about the updated prescriptive requirements for anchored veneer including appropriate wind loading and deflection of backing requirements as well as requirements for veneer ties and their spacing.\nReview new rational design methods for anchored veneer using the Engineered Design Methods: Tributary Area Method and Engineering Analysis Method.\nLearn about the updated prescriptive requirements for adhered veneer including unit limitations\, mortar material requirements and required system components.\nDiscuss needed updates to project specifications with information from TMS 602 for both anchored and adhered veneer including material and installation requirements.\n\nCredit: 1 PDH / 0.10 CEU / 1 LU\n\nRead more about this webinar series \nor \nPurchase this individual recording \n\nWebinar Recording & Certificates of Attendance\nRegistered attendees can view the webinar recording from the Streaming Info page here. You must be logged in to the user account that submitted the registration to access the streaming page. The continuing education form can also be found on that page. \n\nAbout the Presenter\n \nBrian Trimble\, PE\, CDT\, LEED AP\, FASTM\, has over 30 years experience in the masonry industry\, assisting design professionals in the design of masonry structures. He is a frequent lecturer to local\, regional\, and national construction industry groups. He has authored many articles and papers on various masonry subjects. Brian started his career with a brick manufacturer and worked at the Brick Industry Association for over 20 years serving in various positions. For the International Masonry Institute he coordinates activities in the Western PA and Western NY areas promoting masonry to a wide variety of audiences including owners\, contractors\, architects\, engineers and craftworkers.
URL:https://dev.masonrysociety.org/event/masonry-veneer-requirement-changes-in-tms-402-602-22/
CATEGORIES:Night School,Webinars
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/New_York:20221116T190000
DTEND;TZID=America/New_York:20221116T200000
DTSTAMP:20260404T134016
CREATED:20220524T204058Z
LAST-MODIFIED:20221117T174404Z
UID:51310-1668625200-1668628800@dev.masonrysociety.org
SUMMARY:Using the New Appendix D on Composite Reinforcement in Masonry
DESCRIPTION:TMS 402/602-22 Night School – Session #5\nGlass Fiber Reinforced Polymer (GFRP) reinforcement in concrete was first introduced over 25 years ago by way of ACI 440R\, but prior to TMS 402/602 2022\, no companion guidelines existed for masonry construction. The new Appendix D of TMS 402/602 is a first standard in the U.S. for the use of GFRP reinforcement in masonry.  GFRP reinforcement has applications in masonry for specialty use near electromagnetic equipment and in locations exposed to severe environments. Learn how to use the new Appendix D to design and specify GFRP reinforced masonry for your next project. \nLearning Objectives:\n\nDefine the scope and limitations of use of the new Appendix D to TMS 402/602 2022\nUnderstand how GFRP reinforcement differs from steel reinforcement and the resulting differences in design philosophy\nIdentify design parameters for GFRP reinforced masonry including strength reduction factors. flexural strength\, shear strength\, deflection limits\, and creep rupture\nReview design examples implementing the new Appendix D provisions\n\nCredit: 1 PDH / 0.10 CEU / 1 LU\n\nRead more about this webinar series \nor \nPurchase this individual recording \n\nWebinar Recording & Certificates of Attendance\nRegistered attendees can view the webinar recording from the Streaming Info page here. You must be logged in to the user account that submitted the registration to access the streaming page. The continuing education form can also be found on that page. \n\nAbout the Presenter\nMrs. Heather Sustersic\, P.E.\, is a senior structural engineer with Colby Company Engineering in Portland\, Maine. Experienced in the design of new buildings\, complex renovations\, sculptures\, and specialty engineering projects\, Mrs. Sustersic regularly performs condition assessments of existing building structures for commercial\, industrial\, and federal clients. A former adjunct faculty member in the Architectural Engineering Department at The Pennsylvania State University\, Mrs. Sustersic taught Design of Masonry Structures and Indeterminate Analysis courses\, while also advising senior architectural engineering students in their thesis work. She currently serves on the Board of Directors for TMS and is Chair of the Reinforcement and Connectors subcommittee to TMS 402\, the committee responsible for introducing Appendix D into the Code. Mrs. Sustersic has authored and edited several publications related to masonry\, most recently co-authoring the chapter on GFRP in the forthcoming edition of the Masonry Designer’s Guide (co-author Richard M. Bennett). Mrs. Sustersic serves as a voting member of the TMS 402 Main committee\, the Structural Members subcommittee\, the TMS 402 Executive committee\, the Existing Masonry Committee\, and the Meetings subcommittee and is also leading a task group devoted to developing a consensus standard for Existing Masonry.
URL:https://dev.masonrysociety.org/event/using-the-new-appendix-d-on-composite-reinforcement-in-masonry/
CATEGORIES:Night School,Webinars
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