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Standard Seismic Applications Guide - IBC Category D, E, …
https://www.usg.com/content/usgcom/en/performance-applications/performance/seismic/ibc-category-d-e-f.html
The following are all the IBC Category D,E,F 2 Code Requirements for lay-in acoustical panels and direct-hung acoustical tiles. The specifications below are for standard applications. View an alternate solution that delivers additional options. Notes Refers to CISCA installation recommendations for zones 3-4 via ASCE 7.
Standard Seismic Applications Guide - IBC Category C | USG
https://www.usg.com/content/usgcom/en/performance-applications/performance/seismic/ibc-category-c.html
The following are all the IBC Category C 2 Code Requirements for lay-in acoustical panels and direct-hung acoustical tiles. The specifications below are for standard applications. View an alternate solution that delivers additional options. Notes Refers to CISCA installation recommendations for zones 0-2 via ASCE 7. Max ceiling weight: 2.5 psf.
Seismic Bracing for Ductwork, HVAC, Electrical & Pipe
https://blog.qrfs.com/329-seismic-bracing-for-ductwork-hvac-electrical-systems/
NFPA 13 Seismic Bracing Requirements: Cable Sway …
https://blog.qrfs.com/320-nfpa-13-seismic-bracing-requirements/
To design seismic a seismic bracing system, we have to consider the zone of influence (ZOI) for each brace we install. A brace’s zone of influence is all of the pipe for which it is responsible during an earthquake. But what is the zone of influence for a seismic sway brace? NFPA 13 does not define the term outside of what we have already covered.
2018 INTERNATIONAL BUILDING CODE (IBC) | ICC …
https://codes.iccsafe.org/content/IBC2018/chapter-16-structural-design
The following information related to seismic loads shall be shown, regardless of whether seismic loads govern the design of the lateral force-resisting system of the structure: 1. Risk category. 2. Seismic importance factor, Ie. 3. Mapped spectral response acceleration parameters, SS …
Seismic Bracing Requirements for Nonstructural …
https://seblog.strongtie.com/2015/08/seismic-bracing-requirements-for-nonstructural-components/
ASCE 7 has an entire chapter titled Seismic Design Requirement of Nonstructural Components (Chapter 13 of ASCE 7-10) that is devoted to provisions on seismic bracing of nonstructural components. Unfortunately, not a lot of Designers are aware of this part of the ASCE. This blog post will walk Designers through the ASCE 7 requirements.
2021 INTERNATIONAL BUILDING CODE (IBC) | ICC …
https://codes.iccsafe.org/content/IBC2021P1/chapter-16-structural-design
The following information related to seismic loads shall be shown, regardless of whether seismic loads govern the design of the lateral force-resisting system of the structure: 1. Risk category. 2. Seismic importance factor, Ie. 3. Mapped spectral response acceleration parameters, SS …
Understanding the requirements for IBC seismic-compliant …
https://www.kohlerpower.com/common/pdfs/107308_IBC.Seismic.Cmplnt.DRK_Revise.pdf
The IBC has established design standards for structures and systems to withstand a seismic event. The likelihood and severity of a seismic event anywhere in the U.S. is shown in Figure 1; however, Figure 4 shows where in the U.S. electrical generating systems require certification that they will remain online and functional after a seismic event.
Seismic codes for nonstructural engineering - Specifying …
https://www.csemag.com/articles/seismic-codes-for-nonstructural-engineering/
Seismic bracing is not required per ASCE 7 if the ducts or piping are supported 12 in. on center or less or if the area of the duct is less than 6 sq ft. Figure 1 shows an example of conduit bracing for a larger diameter conduit. Rigid floor-mounted equipment: Do not shim, or attach directly to the steel structure or concrete structure.
STRUCTURE magazine | 2021 IBC Significant Structural Changes
https://www.structuremag.org/?p=19940
for the purposes of this section, cripple walls in seismic design categories d and e having shall not have a stud height exceeding 14 inches (356 mm) shall be considered to be a story and, and studs shall be braced solid blocked in accordance with section 2308.5.6 for the full dwelling perimeter and for the full length of interior braced wall …
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