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X-WR-CALDESC:Events for ICC
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DTSTART:20240310T080000
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DTSTART:20251102T070000
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DTSTART:20260308T080000
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BEGIN:VEVENT
DTSTART;TZID=America/Chicago:20250506T110000
DTEND;TZID=America/Chicago:20250506T130000
DTSTAMP:20260824T143342
CREATED:20250428T173728Z
LAST-MODIFIED:20250428T173728Z
UID:586408-1746529200-1746536400@www.iccsafe.org
SUMMARY:Detailing for Increased Breakout Capacity of Steel Anchor Rods in Concrete Podium Slabs
DESCRIPTION:Multi-story light-frame structures are often built atop concrete podiums\, and in areas of high seismicity the overturning restraint system used to secure shear walls in these buildings can produce very high tension demands on the concrete anchorage components of these systems. While the loads can be high\, podium slabs tend to be fairly shallow (14” or less)\, and the design resistance calculated according to code provisions often isn’t enough. While anchor reinforcement detailing is address in ACI318\, the form it would need to take in slab situations is not addressed. Recognizing this\, a small group of practicing engineers\, funded by a SEAONC Special Projects Initiative and supported by Simpson Strong-Tie\, began an ambitions investigation into how to provide detailing (anchor reinforcing) that increases the breakout resistance of concrete anchors in podium slabs. \nRegister here.  \n11:00 AM – 1:00 PM PT
URL:https://www.iccsafe.org/news-and-events-calendar/detailing-for-increased-breakout-capacity-of-steel-anchor-rods-in-concrete-podium-slabs/
CATEGORIES:Education Calendar
ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/Chicago:20250507T110000
DTEND;TZID=America/Chicago:20250507T130000
DTSTAMP:20260824T143342
CREATED:20250428T173912Z
LAST-MODIFIED:20250428T173912Z
UID:586410-1746615600-1746622800@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. \nRegister here.  \n11:00 AM – 1:00 PM PT
URL:https://www.iccsafe.org/news-and-events-calendar/new-seismic-design-provisions-for-one-story-structures-with-flexible-diaphragms-and-rigid-vertical-elements-2/
CATEGORIES:Education Calendar
ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/Chicago:20250514T110000
DTEND;TZID=America/Chicago:20250514T133000
DTSTAMP:20260824T143342
CREATED:20250428T174247Z
LAST-MODIFIED:20250428T174247Z
UID:586413-1747220400-1747229400@www.iccsafe.org
SUMMARY:Hand Calculations of a Two Way Post-Tensioned Slab
DESCRIPTION:This web seminar will provide step-by-step hand calculations for the design of a typical two-way flat slab that is commonly used for a multitude of building applications ranging from parking\, hotel\, office\, and podium type structures. The topics of slab thickness\, equivalent loads\, flexural stresses\, flexural strength\, minimum code requirements and punching shear will be addressed. Specific code sections will be discussed in conjunction with construction photographs to highlight the design concepts. \nRegister here.  \n11:00 AM – 1:30 PM PT
URL:https://www.iccsafe.org/news-and-events-calendar/hand-calculations-of-a-two-way-post-tensioned-slab-2/
CATEGORIES:Education Calendar
ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/Chicago:20250520T110000
DTEND;TZID=America/Chicago:20250520T133000
DTSTAMP:20260824T143342
CREATED:20250428T174430Z
LAST-MODIFIED:20250428T174430Z
UID:586415-1747738800-1747747800@www.iccsafe.org
SUMMARY:Part 1 - Fundamentals of Retaining Wall Structural Design
DESCRIPTION:Part 1 will cover structural design fundamentals for a variety of retaining wall types. It will address fill walls\, such as cast-in-place concrete cantilevered walls and mechanically stabilized earth walls; and cut walls\, such as soldier pile walls and soil nail walls. It will address both IBC and AASHTO design methodologies\, and will cover the basics of wall seismic design. It will also present guidelines for selecting the optimal retaining wall type from the available systems. \nRegister here.  \n11:00 AM – 1:30 PM PT
URL:https://www.iccsafe.org/news-and-events-calendar/part-1-fundamentals-of-retaining-wall-structural-design-3/
CATEGORIES:Education Calendar
ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/Chicago:20250522T110000
DTEND;TZID=America/Chicago:20250522T133000
DTSTAMP:20260824T143342
CREATED:20250428T174625Z
LAST-MODIFIED:20250428T174625Z
UID:586417-1747911600-1747920600@www.iccsafe.org
SUMMARY:Part 2 - Fundamentals of Retaining Wall Structural Design
DESCRIPTION:Part 2 will focus on cast-in-place concrete cantilevered wall design\, and will go into greater detail than Part 1. It will go through examples of design calculations\, step-by-step\, for both IBC and AASHTO methodologies. The examples will discuss the different assumptions and design criteria that can be used in retaining wall design\, and how those different assumptions and criteria can impact the final design. It will also address design elements such as fall protection\, vehicle barriers\, soil backfill specifications and wall drainage. \nRegister here.  \n11:00 AM – 1:30 PM PT
URL:https://www.iccsafe.org/news-and-events-calendar/part-2-fundamentals-of-retaining-wall-structural-design-3/
CATEGORIES:Education Calendar
ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com
END:VEVENT
BEGIN:VEVENT
DTSTART;TZID=America/Chicago:20250529T110000
DTEND;TZID=America/Chicago:20250529T130000
DTSTAMP:20260824T143342
CREATED:20250428T174802Z
LAST-MODIFIED:20250428T174802Z
UID:586419-1748516400-1748523600@www.iccsafe.org
SUMMARY:Frequently Misunderstood Wind Provisions
DESCRIPTION:This webinar will focus on wind provisions of ASCE 7/ IBC that are frequently misunderstood or incorrectly applied\, including building enclosure classification\, torsional wind design\, and wind load analysis methods. It will also highlight areas where the code does not offer guidance on frequently encountered situations\, including solar/ PV and canopy wind loads. Lastly\, this webinar will focus on ASCE 7-10 and look to the future of wind design. \nRegister here.  \n11:00 AM – 1:00 PM PT
URL:https://www.iccsafe.org/news-and-events-calendar/frequently-misunderstood-wind-provisions-2/
CATEGORIES:Education Calendar
ORGANIZER;CN="S. K. Ghosh Associates":MAILTO:kbhaumik@skghoshassociates.com
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