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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 Design Categories - TSIB
https://www.tsib.org/files/T_B_%2010_120%20-%20Seismic%20Design%20Categories%20-%205-2017.pdf
Seismic Design Category C has no UBC equivalent. Once the SDC is established, the placement and the installation of the lateral force bracing (compression post and splay wires) can be determined. Lateral force bracing for Seismic Design Categories D, E, and F for the IBC requirements are illustrated in Technical Bulletin 40.101. Note ...
Seismic Design Category - -CUSTOMER VALUE-
https://www.isatsb.com/Seismic-Design-Category.php
Seismic Design Category C - Corresponds to buildings of Occupancy Groups IV ( Hospitals, Police Stations Emergency control centers etc) I where expected ground shaking will be MODERATE AND buildings of occupancy categories I, II, and III where MORE SEVERE ground shaking will …
Eliminating the Confusion from Seismic Codes and …
https://www.bicsi.org/uploadedfiles/PDFs/conference/2019/fall/PRECON_3C.pdf
nVent CADDY Business Development Manager, Seismic Member NFPA 13 Committee on Hanging and Bracing Building Code ASCE 7-10 or 7-16 o Required by the building code o Protects property o Protects critical/mission critical systems o Most Importantly, protects People Why do we need to brace Seismic Design Category C, D, E, or F
Seismic Bracing for Ductwork, HVAC, Electrical & Pipe - QRFS
https://blog.qrfs.com/329-seismic-bracing-for-ductwork-hvac-electrical-systems/
Seismic Design Category Explained - Jezerinac Geers
https://www.jgaeng.com/seismic-design-category-explained/
What is the “Seismic Design Category”? SDC is an indicator of how much attention must be paid to the seismic design and construction of a building. It ranges from “A” to “F”. Buildings with an SDC of “A” must be designed for seismic forces, but do not require any special seismic attention. Buildings with an SDC of “F ...
NFPA 13 Seismic Bracing Requirements: Cable Sway Braces
https://blog.qrfs.com/320-nfpa-13-seismic-bracing-requirements/
Cp is the seismic coefficient Fpw is the horizontal force Let’s calculate the seismic load using the two previous examples we’ve done—a run of pipe with W p =986.7 and C p =0.84. The seismic load is: F pw = C p W p F pw = 0.84 X 986.7 lbs. F pw = 828.828 lbs.
Seismic design tips for MEP engineers - Specifying Engineer
https://www.csemag.com/articles/seismic-design-tips-for-mep-engineers/
Most electrical and mechanical equipment for structures in seismic design categories C, D, E, or F must be anchored and braced to withstand seismic forces specified in Chapter 13 of the ASCE 7 standard “Minimum Design Loads for Buildings and Other Structures.”
SMACNA Seismic Restraint Manual - iccsafe.org
http://media.iccsafe.org/news/annual_conference/2013-AtlanticCity/documents/Seismic_Restraint.pdf
The SMACNA Seismic Restraint Manual has tables for four values of C s These tables are identified as Seismic Hazard Level (SHL) SMACNA SHL Values SHL A = C s= 1.0 SHL B = C s= 0.75 SHL C = C s= 0.50 SHL D = C s= 0.25 7KHVH YDOXHV GLIIHU IURP SUHYLRXV HGLWLRQV Responsibilities of the Design Professional 1. Calculate C
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
Compression posts (struts) 12' o.c. in both directions, starting 6' from walls: Required: Splay bracing connection strength 200 lbs or the design load, whichever is greater: Required: Partition attachment: Bracing independent of ceiling splay bracing: Seismic separation joint 4: Required for areas > 2,500 sq. ft. (or full height partition)
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