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BEGIN:VEVENT
DTSTART;TZID=America/Los_Angeles:20250819T110000
DTEND;TZID=America/Los_Angeles:20250819T130000
DTSTAMP:20260715T223537
CREATED:20250805T195708Z
LAST-MODIFIED:20250805T195708Z
UID:593256-1755601200-1755608400@www.iccsafe.org
SUMMARY:PART 1 - An Overview of Significant Changes in ACI 318-25
DESCRIPTION:The latest edition of ACI 318 Building Code Requirements for Structural Concrete was released at the end of January\, 2025\, although a printed version is still not available as of mid-July. It is expected to be adopted by the 2027 IBC. \nACI 318-25 introduces significant updates\, including a new sustainability appendix and a new appendix on performance-based wind design\, revised requirements for post-installed reinforcing bars\, and enhanced provisions for shear friction. Additional updates include improvements to deep foundation requirements across all seismic design categories and clarified guidelines for cantilever and basement wall shear design. \nThe document also features numerous advancements in seismic design provisions (including significant relief from the severe shear design requirements for special shear walls in ACI 318-19)\, and modifications to development length equations. Enhanced language on the development\, embedment\, and anchorage of reinforcement\, as well as new strength reduction factors for breakout failure\, are also included\, along with updated guidance for developing closely spaced bars in tension.
URL:https://www.iccsafe.org/news-and-events-calendar/part-1-an-overview-of-significant-changes-in-aci-318-25/
LOCATION:Webinar\, Webinar\, United States
CATEGORIES:Education Calendar
ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com
GEO:37.4228823;-122.0887653
X-APPLE-STRUCTURED-LOCATION;VALUE=URI;X-ADDRESS=Webinar Webinar United States;X-APPLE-RADIUS=500;X-TITLE=Webinar:geo:-122.0887653,37.4228823
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/Los_Angeles:20250814T110000
DTEND;TZID=America/Los_Angeles:20250814T133000
DTSTAMP:20260715T223537
CREATED:20250805T195544Z
LAST-MODIFIED:20250805T195544Z
UID:593254-1755169200-1755178200@www.iccsafe.org
SUMMARY:Design of Post-Tensioned One-Way Slabs and Beams of Long Span Garages
DESCRIPTION:Long span garages are very common across the United States and are typically designed using relatively thin post-tensioned one-way slabs that are supported by post-tensioned beams and girders. The beams will often span in the 60-foot range and will typically require no camber due to proper use of post-tensioning. The webinar will highlight the design steps of post-tensioned one-way slabs and beams that are typical for long span garages while addressing the relevant code sections. Typical details that are associated with these types of structures will also be shown in conjunction with construction photographs.
URL:https://www.iccsafe.org/news-and-events-calendar/design-of-post-tensioned-one-way-slabs-and-beams-of-long-span-garages/
LOCATION:Webinar\, Webinar\, United States
CATEGORIES:Education Calendar
ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com
GEO:37.4228823;-122.0887653
X-APPLE-STRUCTURED-LOCATION;VALUE=URI;X-ADDRESS=Webinar Webinar United States;X-APPLE-RADIUS=500;X-TITLE=Webinar:geo:-122.0887653,37.4228823
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/Los_Angeles:20250812T110000
DTEND;TZID=America/Los_Angeles:20250812T130000
DTSTAMP:20260715T223537
CREATED:20250805T195424Z
LAST-MODIFIED:20250805T195424Z
UID:593252-1754996400-1755003600@www.iccsafe.org
SUMMARY:Designing Mass Timber Construction for Blast Loading
DESCRIPTION:There has been a notable expansion of the use of mass timber construction in North America in recent years. Sustainability and aesthetics are key drivers for mass timber construction\, and the robustness of panelized products like cross-laminated timber (CLT) opens new possibilities in protective construction. To better understand mass timber’s performance under blast loading\, a series of blast tests involving various types of mass timber have been performed. This presentation describes the current state of the science related to designing mass timber construction for blast loading.
URL:https://www.iccsafe.org/news-and-events-calendar/designing-mass-timber-construction-for-blast-loading/
LOCATION:Webinar\, Webinar\, United States
CATEGORIES:Education Calendar
ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com
GEO:37.4228823;-122.0887653
X-APPLE-STRUCTURED-LOCATION;VALUE=URI;X-ADDRESS=Webinar Webinar United States;X-APPLE-RADIUS=500;X-TITLE=Webinar:geo:-122.0887653,37.4228823
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/Los_Angeles:20250806T100000
DTEND;TZID=America/Los_Angeles:20250806T110000
DTSTAMP:20260715T223537
CREATED:20250805T195243Z
LAST-MODIFIED:20250805T195243Z
UID:593250-1754474400-1754478000@www.iccsafe.org
SUMMARY:Use of Grade 80 and Grade 100 Reinforcing Bars in ACI 318-19
DESCRIPTION:Recent advances\, including substantial new research\, have enabled reinforcing steels of higher strengths to be a viable option in a variety of applications in reinforced concrete structures. This webinar presents information related to the use of Grade 80 and Grade 100 steel reinforcement in the 2019 edition of ACI 318 Building Code Requirements for Structural Concrete. Numerous revisions have been made in ACI 318-19 to incorporate the use of high-strength reinforcement\, and this webinar covers new and updated requirements for the following: \n\nTypes of nonprestressed reinforcing bars\nDevelopment and splice lengths\nStructural members\, including two-way slabs\, beams\, columns\, walls\, diaphragms\, and foundations\nLimits on concrete compressive strength\nStrength reduction factors\n\nBenefits related to the use of Grade 80 and Grade 100 reinforcing bars are also included.
URL:https://www.iccsafe.org/news-and-events-calendar/use-of-grade-80-and-grade-100-reinforcing-bars-in-aci-318-19-2/
LOCATION:Webinar\, Webinar\, United States
CATEGORIES:Education Calendar
ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com
GEO:37.4228823;-122.0887653
X-APPLE-STRUCTURED-LOCATION;VALUE=URI;X-ADDRESS=Webinar Webinar United States;X-APPLE-RADIUS=500;X-TITLE=Webinar:geo:-122.0887653,37.4228823
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/Los_Angeles:20240321T110000
DTEND;TZID=America/Los_Angeles:20240321T130000
DTSTAMP:20260715T223537
CREATED:20240229T210454Z
LAST-MODIFIED:20240229T210454Z
UID:556564-1711018800-1711026000@www.iccsafe.org
SUMMARY:New Seismic Design Provisions for One-Story Structures with Flexible Diaphragms and Rigid Vertical Elements
DESCRIPTION:It has long been recognized that the seismic response of one-story tilt-up concrete wall buildings (and similar buildings with flexible diaphragms and rigid vertical elements) is controlled by the flexible diaphragm much more than the rigid vertical elements. Widely used seismic design provisions have not recognized or incorporated this behavior\, however. Now\, new seismic design provisions recently developed for ASCE 7-22 explicitly recognize this response behavior\, drawing from extensive numerical studies published in the guideline document Seismic Design of Rigid Wall-Flexible Diaphragm Buildings: An Alternate Procedure (FEMA P-1026) and supplemental studies of bare steel deck diaphragms. In fact\, the new design provisions go a step further to introduce a zone of reduced shear demand that improves seismic performance by allowing distributed yielding away from the diaphragm perimeter. This webinar will first present the concepts behind the new seismic design provisions\, and the numerical studies addressed in FEMA P-1026 and supplemental bare steel deck diaphragm studies. A design example will then be presented\, along with design and detailing tips and recommendations for practicing engineers.
URL:https://www.iccsafe.org/news-and-events-calendar/new-seismic-design-provisions-for-one-story-structures-with-flexible-diaphragms-and-rigid-vertical-elements/
LOCATION:Webinar\, Webinar\, United States
CATEGORIES:Education Calendar
ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com
GEO:37.4228823;-122.0887653
X-APPLE-STRUCTURED-LOCATION;VALUE=URI;X-ADDRESS=Webinar Webinar United States;X-APPLE-RADIUS=500;X-TITLE=Webinar:geo:-122.0887653,37.4228823
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/Los_Angeles:20240320T110000
DTEND;TZID=America/Los_Angeles:20240320T133000
DTSTAMP:20260715T223537
CREATED:20240229T210347Z
LAST-MODIFIED:20240229T210347Z
UID:556562-1710932400-1710941400@www.iccsafe.org
SUMMARY:Hand Calculations for the Design of Stud Rails
DESCRIPTION:The webinar will show the hand calculations for the design of stud rails to resist punching shear in compliance with the ACI code and the stud rails ESR/ICC report. Common mistakes will be discussed. Understanding the limits of stud rails and proper detailing will be shown.
URL:https://www.iccsafe.org/news-and-events-calendar/hand-calculations-for-the-design-of-stud-rails/
LOCATION:Webinar\, Webinar\, United States
CATEGORIES:Education Calendar
ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com
GEO:37.4228823;-122.0887653
X-APPLE-STRUCTURED-LOCATION;VALUE=URI;X-ADDRESS=Webinar Webinar United States;X-APPLE-RADIUS=500;X-TITLE=Webinar:geo:-122.0887653,37.4228823
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/Los_Angeles:20240313T110000
DTEND;TZID=America/Los_Angeles:20240313T130000
DTSTAMP:20260715T223537
CREATED:20240229T210238Z
LAST-MODIFIED:20240229T210238Z
UID:556560-1710327600-1710334800@www.iccsafe.org
SUMMARY:Wind Loads on Open Projecting Attached Porches
DESCRIPTION:This webinar will explore application of uplift and shear loads on gable-\, hip- and shed-type porches for main wind-force resisting system (MWFRS) wind loads parallel and perpendicular to a building face. It will also include assessment of component and cladding (C&C) uplift loads for rafters\, sheathing and sheathing attachment. Inset or partially inset porches are not evaluated nor are roof lines extending as an overhang over the porch. ASCE 7-16 wind load provisions will be evaluated including selection of applicable pressure coefficients. Prescriptive solutions for uplift and lateral loads will be presented. A draft document outlining this methodology and assumptions is being developed and peer review is welcome.
URL:https://www.iccsafe.org/news-and-events-calendar/wind-loads-on-open-projecting-attached-porches/
LOCATION:Webinar\, Webinar\, United States
CATEGORIES:Education Calendar
ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com
GEO:37.4228823;-122.0887653
X-APPLE-STRUCTURED-LOCATION;VALUE=URI;X-ADDRESS=Webinar Webinar United States;X-APPLE-RADIUS=500;X-TITLE=Webinar:geo:-122.0887653,37.4228823
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/Los_Angeles:20240305T110000
DTEND;TZID=America/Los_Angeles:20240305T130000
DTSTAMP:20260715T223537
CREATED:20240229T205716Z
LAST-MODIFIED:20240229T205716Z
UID:556555-1709636400-1709643600@www.iccsafe.org
SUMMARY:Structural Design Considerations for Blast Loading
DESCRIPTION:Structures are subjected to a wide range of loads during their service life. In the past several decades\, blast loading on high-profile and critical infrastructure has become an important design consideration. This seminar will introduce the fundamentals of blast loading (intentional and accidental) and subsequent structural response and façade design requirements.\nLearning Objectives: \n\nUnderstand the development of blast loading (intentional and accidental).\nLearn about the treatment of blast effects as a structural load.\nUnderstand the importance of non-structural blast-resistance design.\nLearn about the potential benefits of utilizing resilience-based blast design on projects.
URL:https://www.iccsafe.org/news-and-events-calendar/structural-design-considerations-for-blast-loading/
LOCATION:Webinar\, Webinar\, United States
CATEGORIES:Education Calendar
ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com
GEO:37.4228823;-122.0887653
X-APPLE-STRUCTURED-LOCATION;VALUE=URI;X-ADDRESS=Webinar Webinar United States;X-APPLE-RADIUS=500;X-TITLE=Webinar:geo:-122.0887653,37.4228823
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/Los_Angeles:20240125T110000
DTEND;TZID=America/Los_Angeles:20240125T130000
DTSTAMP:20260715T223537
CREATED:20240112T191207Z
LAST-MODIFIED:20240112T191207Z
UID:553944-1706180400-1706187600@www.iccsafe.org
SUMMARY:Frame of Reference: Steel Moment Frames Explained
DESCRIPTION:This web seminar will discuss the structural design and detailing requirements for ordinary and special steel moment frames specified under the provisions of the 2018 IBC\, ASCE 7-16\, AISC 360-16\, and AISC 341. Intermediate steel moment frames will only be addressed by explaining why they are not commonly used. The following topics will be presented: \n\nSeismic detailing requirements for steel moment frames that are commonly overlooked\nExamples illustrating the mixing of steel moment resisting frames with wood lateral-force resisting systems and compliance with seismic detailing requirements\, even when wind load governs\nPerformance of past design leading up to current design philosophy for steel moment frames\nComparisons of design and detailing requirements for various steel moment frame systems\nBackground on the exceptions for increased height of ordinary steel moment frames\nChallenges when using steel moment frames in wood construction\nHelpful reference documents for practicing engineers
URL:https://www.iccsafe.org/news-and-events-calendar/frame-of-reference-steel-moment-frames-explained/
LOCATION:Webinar\, Webinar\, United States
CATEGORIES:Education Calendar
ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com
GEO:37.4228823;-122.0887653
X-APPLE-STRUCTURED-LOCATION;VALUE=URI;X-ADDRESS=Webinar Webinar United States;X-APPLE-RADIUS=500;X-TITLE=Webinar:geo:-122.0887653,37.4228823
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/Los_Angeles:20240123T110000
DTEND;TZID=America/Los_Angeles:20240123T130000
DTSTAMP:20260715T223537
CREATED:20240112T191031Z
LAST-MODIFIED:20240112T191031Z
UID:553942-1706007600-1706014800@www.iccsafe.org
SUMMARY:Deep Foundations - Overview and Design Example
DESCRIPTION:Deep foundation systems provide improved resistance to settlement and can safely support buildings founded on very poor soils. Deep foundations can also improve building performance by providing resistance to uplift loading. The design of deep foundations involves both the Geotechnical Engineer and the Structural Engineer. Thus\, it is wise for the structural engineer to become more educated regarding deep foundation design. This presentation will provide an overview of deep foundations\, including various systems in common use\, such as driven precast concrete and structural steel piles\, augercast piles\, cast-in-drilled-hole piles\, and micropiles. Mr. Harris will discuss the behavior of each system\, as well as its best uses and limitations. The presentation will also include a worked example design for cast-in-place concrete piles resisting vertical and lateral loads.
URL:https://www.iccsafe.org/news-and-events-calendar/deep-foundations-overview-and-design-example/
LOCATION:Webinar\, Webinar\, United States
CATEGORIES:Education Calendar
ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com
GEO:37.4228823;-122.0887653
X-APPLE-STRUCTURED-LOCATION;VALUE=URI;X-ADDRESS=Webinar Webinar United States;X-APPLE-RADIUS=500;X-TITLE=Webinar:geo:-122.0887653,37.4228823
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/Los_Angeles:20240118T110000
DTEND;TZID=America/Los_Angeles:20240118T130000
DTSTAMP:20260715T223537
CREATED:20240112T190841Z
LAST-MODIFIED:20240112T190841Z
UID:553940-1705575600-1705582800@www.iccsafe.org
SUMMARY:Design of Steel Deck Diaphragms
DESCRIPTION:This seminar will cover the design of bare steel deck and concrete-filled steel deck diaphragms with an emphasis on seismic design. The parts of a steel deck diaphragm will be introduced along with the typical limit states. Concepts related to the seismic design of diaphragms will be presented and then application to steel deck diaphragms will be described. Relevant research provisions along with some mention of the supporting recent research will be examined. \nAttendees will gain an understanding of steel deck diaphragm behavior\, seismic design of steel deck diaphragms\, and recent research that has been conducted.
URL:https://www.iccsafe.org/news-and-events-calendar/design-of-steel-deck-diaphragms/
LOCATION:Webinar\, Webinar\, United States
CATEGORIES:Education Calendar
ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com
GEO:37.4228823;-122.0887653
X-APPLE-STRUCTURED-LOCATION;VALUE=URI;X-ADDRESS=Webinar Webinar United States;X-APPLE-RADIUS=500;X-TITLE=Webinar:geo:-122.0887653,37.4228823
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/New_York:20230516T120000
DTEND;TZID=America/New_York:20230516T130000
DTSTAMP:20260715T223537
CREATED:20230306T114601Z
LAST-MODIFIED:20230425T141859Z
UID:532714-1684238400-1684242000@www.iccsafe.org
SUMMARY:Adopting SolarAPP+: The Experience of Three Communities
DESCRIPTION:The webinar will be held at 12:00 PM EST. – REGISTER NOW \nSee how automated solar permitting is being adopted by communities across the United States. The Solar Automated Permitting Platform Plus (SolarAPP+) has been adopted widely by communities in Arizona and California. Now\, communities across the United States are following suit. \nConfirmed Speakers: \nCity of Denver – Eric Browning\, Executive / Chief Building Official \nTown of Guilford – Kimberly Norman-Rosedam\, Building Official and ADA Coordinator \nCity of Houston – Solie G. Saenz\, MSPM\, LBBP\, Senior Staff Analyst\, Houston Permitting
URL:https://www.iccsafe.org/news-and-events-calendar/solarapp-webinar/
LOCATION:Webinar\, Webinar\, United States
GEO:37.4228823;-122.0887653
X-APPLE-STRUCTURED-LOCATION;VALUE=URI;X-ADDRESS=Webinar Webinar United States;X-APPLE-RADIUS=500;X-TITLE=Webinar:geo:-122.0887653,37.4228823
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/New_York:20230505T110000
DTEND;TZID=America/New_York:20230505T120000
DTSTAMP:20260715T223537
CREATED:20230417T183709Z
LAST-MODIFIED:20230417T184716Z
UID:536461-1683284400-1683288000@www.iccsafe.org
SUMMARY:Meet the International Code Council Membership Councils
DESCRIPTION:Join us for this live event with the Membership Councils and the Major Jurisdictions Committee as representatives discuss who and what their membership council is and what their role is to support the membership. You will have the opportunity to ask those questions you have always wanted to know. Maybe even find the perfect membership council that you would like to participate in. \nTime: 8: 00 AM PST/ 9:00 AM MST/ 10:00 AM CST 11:00 AM EST \nRegister Now
URL:https://www.iccsafe.org/news-and-events-calendar/meet-the-international-code-council-membership-councils/
LOCATION:Webinar\, Webinar\, United States
GEO:37.4228823;-122.0887653
X-APPLE-STRUCTURED-LOCATION;VALUE=URI;X-ADDRESS=Webinar Webinar United States;X-APPLE-RADIUS=500;X-TITLE=Webinar:geo:-122.0887653,37.4228823
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/Chicago:20230418T140000
DTEND;TZID=America/Chicago:20230418T150000
DTSTAMP:20260715T223537
CREATED:20230410T163504Z
LAST-MODIFIED:20230410T163504Z
UID:535944-1681826400-1681830000@www.iccsafe.org
SUMMARY:Technical Assistance for Latest and Zero Building Energy Code Adoption
DESCRIPTION:This webinar will share information and answer questions about the Request for Information (RFI) for the Inflation Reduction Act (IRA) Section 50131. Technical Assistance for Latest and Zero Building Energy Code Adoption. \nRegister now.
URL:https://www.iccsafe.org/news-and-events-calendar/technical-assistance-for-latest-and-zero-building-energy-code-adoption/
LOCATION:Webinar\, Webinar\, United States
GEO:37.4228823;-122.0887653
X-APPLE-STRUCTURED-LOCATION;VALUE=URI;X-ADDRESS=Webinar Webinar United States;X-APPLE-RADIUS=500;X-TITLE=Webinar:geo:-122.0887653,37.4228823
END:VEVENT
END:VCALENDAR