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X-ORIGINAL-URL:https://dev.masonrysociety.org
X-WR-CALDESC:Events for The Masonry Society
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TZID:America/New_York
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TZNAME:EDT
DTSTART:20220313T070000
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TZNAME:EST
DTSTART:20221106T060000
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DTSTART:20240310T090000
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TZNAME:MST
DTSTART:20241103T080000
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BEGIN:VEVENT
DTSTART;TZID=America/New_York:20221004T150000
DTEND;TZID=America/New_York:20221004T160000
DTSTAMP:20260406T162207
CREATED:20220817T202744Z
LAST-MODIFIED:20221004T210431Z
UID:53377-1664895600-1664899200@dev.masonrysociety.org
SUMMARY:TMS Town Hall Meeting
DESCRIPTION:The Masonry Society will be holding a Virtual Town Hall session to provide updates on society activities\, review TMS’s financial health\, and look at upcoming projects and programs. Anyone may listen into these calls\, but TMS Board Members and leaders are especially encouraged to attend this session to help prepare for the board meeting at the October 2022 Annual Meeting.
URL:https://dev.masonrysociety.org/event/tms-town-hall-meeting-2022/
CATEGORIES:Committee Activities,Webinars
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BEGIN:VEVENT
DTSTART;TZID=America/New_York:20221019T190000
DTEND;TZID=America/New_York:20221019T200000
DTSTAMP:20260406T162207
CREATED:20220517T165558Z
LAST-MODIFIED:20221117T173944Z
UID:51300-1666206000-1666209600@dev.masonrysociety.org
SUMMARY:Overview of Changes in TMS 402/602-22 and Review of the Specification for Masonry Structures
DESCRIPTION:TMS 402/602-22 Night School – Session #1\nThis webinar will review the major changes from the 2016 edition to the 2022 edition of TMS 402/602. The 2022 edition was created using the first six-year revision cycle\, allowing more comprehensive consideration of significant changes and reorganization of these Masonry Standards. In addition to reviewing the changes to the standards\, this presentation will review the Specification for Masonry Structures (TMS 602)\, and will discuss the importance of why designers should be aware of how masonry is constructed. \nLearning Objectives:\n\nEvaluate and utilize Masonry Standard updates\nSpecify documents that are consistent with the current code\nOrganize construction documents to be consistent with current codes and standards\nRecognize issues related to masonry construction\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 \nJohn Chrysler\, PE\, FTMS\, has been active in the masonry industry since 1968 working for a large commercial masonry contractor for 25 years\, then joining the Masonry Institute of America in 1993 where he currently serves as Executive Director. He has held contractor licenses in California\, Nevada and Hawaii and is a licensed PE in California and Arizona. Additionally\, John is a Certified Structural Masonry Special Inspector for both International Code Council and California Division of the State Architect. He also serves on the ICC Exam Development Committee for masonry inspection. \nChrysler is Past President and Fellow Member of The Masonry Society and has also served on TMS Board of Directors. He has actively served on TMS Committee 402/602 since 1996\, chaired the Construction Requirements Subcommittee for 9 years and was (2022) TMS 402/602 Main Committee Chair. Chrysler is a frequent presenter of seminars and webinars on design\, construction and quality of masonry. As Director of the Masonry Institute\, Chrysler was involved in developing and updating more than a dozen publications based on the International Building Code and IBC referenced standards.
URL:https://dev.masonrysociety.org/event/overview-of-changes-in-tms-402-602-22-and-review-of-the-specification-for-masonry-structures/
CATEGORIES:Night School,Webinars
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/New_York:20221026T190000
DTEND;TZID=America/New_York:20221026T200000
DTSTAMP:20260406T162207
CREATED:20220517T165605Z
LAST-MODIFIED:20221117T174302Z
UID:51303-1666810800-1666814400@dev.masonrysociety.org
SUMMARY:Major Structural Design Changes in TMS 402/602-22
DESCRIPTION:TMS 402/602-22 Night School – Session #2\nThis webinar will provide an overview of the major structural changes in TMS 402-22. One of the biggest changes was the introduction of compression-controlled sections in strength design. As a result of this\, the maximum reinforcement provisions were deleted except for beams and intermediate and special shear walls under in-plane loads. The basis for the provisions\, the impact on design\, and some design aids will be presented. \nOther structural changes that will be covered include: definition of net shear area particularly for beams\, anchor bolt steel strength changing from being based on yield strength to ultimate strength\, an increase of the allowable compressive force for masonry in allowable stress design\, a change in the partially grouted shear wall factor\, and an increase in the allowable shear friction strength as well as a change in the nominal shear friction strength for shear span ratios greater than 1. The potential impacts of these changes will also be reviewed. \nLearning Objectives:\n\nUse the compression-controlled strength design provisions in TMS 402-22 and compare designs to TMS 402-16.\nEvaluate the change in anchor bolt steel strength in TMS 402-22\nSolve for shear friction strength for shear span ratios greater than 1 in TMS 402-22\nName at least three other structural changes in TMS 402-22 and explain how they affect design\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\nRichard Bennett\, PhD\, PE\, FTMS\, is a Professor of Civil and Environmental Engineering at the University of Tennessee\, Knoxville. He has been active in the TMS 402/602 Committee\, being chair for the 2016 cycle and 2nd vice chair for the 2022 cycle. For his tremendous efforts in leading the Committee\, he received TMS’s President’s Award and was made a Fellow of the Society. He is co-author of the recent TMS publication Strength Design of Masonry and has also served as a co-author on the popular Masonry Designer’s Guide\, TMS Responds\, and other publications. His writing and work have been awarded with TMS Journal Paper Awards and an 11th North American Masonry Conference Outstanding Paper Award.
URL:https://dev.masonrysociety.org/event/major-structural-design-changes-in-tms-402-602-22/
CATEGORIES:Night School,Webinars
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BEGIN:VEVENT
DTSTART;TZID=America/New_York:20221102T190000
DTEND;TZID=America/New_York:20221102T200000
DTSTAMP:20260406T162207
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
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/New_York:20221109T190000
DTEND;TZID=America/New_York:20221109T200000
DTSTAMP:20260406T162207
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:20260406T162207
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
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/Denver:20241106T120000
DTEND;TZID=America/Denver:20241106T130000
DTSTAMP:20260406T162207
CREATED:20241029T211820Z
LAST-MODIFIED:20241029T212017Z
UID:70897-1730894400-1730898000@dev.masonrysociety.org
SUMMARY:Architectural Terra Cotta Detailing for Restoration Webinar
DESCRIPTION:Architectural terra cotta clad facades have been around for over 100 years. When the National Terra Cotta Society (NTCS) was created in 1910\, they produced guide specifications and details in a folio first published in 1914 and later revised in 1927. This webinar will compare the early detailing for architectural terra cotta\, along with other relevant industry standards and provide an assessment of the lessons learned and how that has translated into revised detailing\, material production\, and installation. Additionally\, we will introduce new developments related to restoration of architectural terra cotta elements that have been developed in a collaborative effort between design professionals and terra cotta manufacturers. Specifically\, revised details based on those shown in the NTCS documents but incorporating aspects of cavity and rainscreen wall assemblies. Finally\, a new prototype terra cotta assembly that has been developed by design professionals at the Architectural Ceramics Assembly Workshop will be presented. These prototypes begin the process of evaluating alternative fabrication and support methods of architectural terra cotta. Read more at womenwire.org. \nSpeaker: Rachel Will\, PE \nRegister Now
URL:https://dev.masonrysociety.org/event/architectural-terra-cotta-detailing-for-restoration-webinar/
CATEGORIES:Webinars
ATTACH;FMTTYPE=image/jpeg:https://dev.masonrysociety.org/wp-content/uploads/2024/10/20241106_Webinar-graphic_Rachel-Will-2.jpg
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