Showing posts with label curtain wall. Show all posts
Showing posts with label curtain wall. Show all posts

Saturday, January 6, 2018


Delegated Design in Specs for Glazing Systems

We've been asked to review several engineering company’s calculation packages and found engineers
stamping calculations that don’t meet specifications and code requirements.  Please check your calculation packages to be sure.

We found:


  1. DL of the frame was not taken into consideration (flexure/axial load interaction) Typical C-Beam Calculations did not include axial load interaction with flexure required by the Aluminum Design Manual
  2. Corner location analysis (75% WL acting simultaneously). Bite loss or movement into glazing pocket was not checked. Analysis of corners for 45 degree orthogonal loading was not considered as required by ASCE 7. Important for bite loss at the glazing pocket.
  3. No Jam/perimeter mullion deflections to check caulking requirements. Deflections at Jamb perimeter joints were not checked for appropriate joint design. Important for preventing leaks at curtain wall interface to the structure.
  4. LL movement was not taken into consideration at all.  Building structural live load movement and system thermal expansion was not accounted for in joint design, splices and glazing pockets. This is required by contract specifications as part of the delegated design.
  5. Analysis of local buckling modes and lateral torsional analysis was omitted but is required by the Aluminum Design Manual.

“If undone, you are buying calculations half done                                                and not according to code requirements.”

It may be tempting to overlook it and we understand some contractors will simply say, "It's not worth the effort."  Just keep in mind that these calculations are a part of the “delegated design” required by contract documents. If left undone, glazing contractors, general contractors, AEs and the building owners are buying a design half done and not according to code requirements.

“Half done calculations may result in glass breakage, joint leakage, system failure or other liability.”

Half done calculations may result in damage such as glass breakage, joint leakage, system failure or other liability that quality service providers choose to steer clear of.

Let’s work together to design systems fast, affordable and correct.

816-505- 0987

FAST | CLEAR | FRIENDLY | RIGHT
816-505- 0987

Friday, August 24, 2012

Can you break me down the difference in Explosive Weight I and Explosive Weight II?


Explosive Weight I and Explosive Weight II?

Question

Can you break me down the difference in Explosive Weight I and Explosive Weight II?

 Answer

This is the criteria from the 2012 UFC:

Explosive weight I is associated with a larger weight of TNT for a van or truck bomb outside of the base perimeter.   Its based on the assumption that a vehicle bomb will not be able to penetrate the base perimeter and/or will be detected at the gate.  If we have a facility that is less than 200 feet from the base perimeter/fence, then we must consider explosive weight I in addition to explosive weight II and its pressure/impulse may govern over the explosive weight II.

Explosive weight II is associated with a smaller weight of TNT simulating a back-pack or smaller bomb that gets past the base gate.  The standoff for this explosive weight is no longer the 82 feet typical of the 2007 criteria.  Now it is based on the new conventional stand-offs that are listed in the tables based on construction type and load bearing/non-load bearing walls.  The actual stand-off must be used which is from the parking lot to the window/wall in question.


Hope this helps.  Please call if you have any questions.


Stewart P. Jeske, P.E.

JEI Structural - Glazing Systems Engineering




Saturday, January 22, 2011

Kauffman Performing Arts Center - Built for snow

JEI Structural was honored to do a small part of the glazing calculations on the lower portion of this structure.    We didn't work on the roof, but we're happy to see that the Kauffman Performing Arts Center performs well with snow loads.
http://www.kmbc.com/news/26577116/detail.html