1. Code & Standards Watch
Stay informed of newly released codes and standards; keep current on updates and errata; and let your voice be heard through working sessions, public comments, and balloting on standards under development.
Updates & New Releases:
AISC/RCSC Design Guide 41 Released: Design guidance for stainless steel bolts, used to connect stainless or carbon steel components.
Working Sessions, Public Comment, & Balloting:
NFPA 5000-2024 & Proposed 2027 Editions: Proposed Tentative Interim Amendment (TIA) No 1870 Seeking Public Comments through Apr 24, 2026
AISC Code of Standard Practice for Steel Buildings and Bridges (AISC 303): Draft available for public review & comment March 6th through April 20th
TMS 405 “Mini Summit”: Existing Masonry Standards Committee formal working session as part of the 2026 TMS Spring Meeting, April 21-23 in Denver
2026 ICC Leadership Week + Hearings: 2027 I-Code development
Public Comment Hearings – Groups A & B
April 18 – 24
Connecticut Convention Center | Hartford, CT
Latest Errata:
Illustration update in Table 6-2a to properly show the concrete stress block stopping at PNA
Typo correction in Eccentrically Loaded Weld Groups Coefficients, Table 8-4.
Correction to the effective width equation for elements attaching to the face of rectangular HSS.
2. Research Snapshot
Design and performance of precast, prestressed concrete beams made with fly-ash-based alkali-activated concrete
You’ve probably heard about how much carbon is produced in processing ordinary Portland cement for the sorts of concrete we use today, and likely some about using pozzolans like fly ash as admixtures to help reduce the required Portland cement for structural members. There’s also been research underway to pursue different cements with no Portland cement at all. One major contender in this field is “alkali-activated” concrete (AAC), which uses strongly basic activators coupled with some of those same pozzolans to produce a different type of concrete entirely, but one that has demonstrated similar strength to Portland Cement Concrete (PCC).
Until this particular paper, most studies have focused on the performance of AAC as it’s produced under lab conditions, but these researchers pivoted the focus to establish mixes that actually work at precast plants. The first tinkered in the lab and discussed with a local precaster to come up with a safe (strong industrial basic solutions to contend with!) & implementable method, then cast several prestressed beams and tested them for shear and flexural strength. While some glitches did arise, functional beams were produced that demonstrated a pretty close fit to ACI 318 equations for flexural strength, and slightly lower-than-predicted shear strength and stiffness.
Key Takeaways: Alkali-activated Concrete is starting to make the transition from a green construction lab curiosity to actual commercialization. This study produced functional beams, though it also highlighted the need for more work on process controls, cure retarders, and possible honing of some of the ACI 318 equations. While this doesn’t clear AAC for takeoff, it makes meaningful strides in the right direction!
3. Tools & Workflow
Added Code Support:
CSA A23.3:2024 concrete frame design
New Features:
Nonlinear concrete material behavior support added for solid elements; currently, only the Faria model is available
4. Case Study of the Week
Collapse of 2000 Commonwealth Avenue: Punching Shear Case Study
In January 1971, a Boston apartment building nearing completion suffered a progressive collapse that took out ⅔ of the building and killed four workers, injuring another 30. The incident initiated when column E5 suffered a punching shear failure at the roof, where construction loads were greatly exceeded, and shoring plans were not followed appropriately. Approximately ⅓ of the roof slab collapsed to the floor below, and then the action paused for about 10-20 minutes, allowing most workers to evacuate. Then the top floor gave way, and a progressive collapse of one floor crushing the next took out about ⅔ of the building.
Initial reports suggested possible design failures were to blame, or that building code requirements were not robust enough. After a detailed study by a mayoral commission, no shortage of contributing factors was found: low-strength concrete from poor mix design and lack of protection from the cold (Boston in January, much of this concrete was trying to “cure” in 25° F), improper detailing, many changes of ownership, poor construction supervision, lack of inspections, and no properly-licensed builder in charge, to name a few.
Key takeaways: Punching shear is a major and disastrous failure mechanism for flat-plate concrete structures, and must be carefully considered, as it can often lead to progressive collapse if one occurrence presents. Proper code enforcement and supervision/inspection by responsible individuals is critical to ensure designs make it from paper to the field. And be wary of any project that’s changing owners / responsible professionals too often, those are big red flags that should put any professional on their guard!
5. Upcoming Free Live PDH
1.0 PDH, Wednesday, April 1 @ 11 am Central, Presented by NoonPi
1.0 PDH, Friday, April 10 @ 11 am Central, Presented by SGH
Speaker: Paul Kassabian
1.0 PDH, Wednesday, April 15 @ 12 pm Central, Presented by WoodWorks
Speakers: Michael Scancarello + Christopher Angelakis
Bonus Session - Smartlam North America manufacturer Q&A after completion of the accredited portion of the session
6. Quick Hits
ACI released a new Low-Carbon Concrete Certificate Program focusing on Quantification, Design & Compliance
FEMA remains unfunded in the longest partial government shutdown in US history
NCSEA is conducting its Structural Engineering Engagement and Equity (SE3) survey for 2025. Answer here by 4/1: https://benchmarking.ncsea.com/Dashboard.aspx
👋 From the Editor
I’m Eric, the engineer behind StructEd Brief. I dig through stacks of journal articles and software patch notes to find useful information for practicing engineers and keep an eye on the scattered code updates & errata for you. I’m just getting started, so if you find this useful, the best way to support the newsletter is to share it with a colleague or post it on LinkedIn. It helps more than you’d think!
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