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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
Horizontal restraint (splay wires or rigid bracing) within 2" of intersection and splayed 90° apart at 45° angles. Required. Compression posts (struts) 12' o.c. in both directions, starting 6' from walls. Required. Splay bracing connection strength 200 lbs or …
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. Basic Connections, Perimeter, and Lateral Splay Bracing. Requirements.
Seismic Design of Nonstructural Building Components
https://www.structuremag.org/?p=10192
Designated Seismic Systems are those nonstructural building components with I p = 1.5 and require seismic design in accordance with Chapter 13 in SDC C through F. Special certification by the manufacturer is required for active mechanical and electrical equipment that must remain operational after the design earthquake. According to ASCE 7 C13.2.2, “active” designated …
Seismic Bracing Requirements for Nonstructural …
https://seblog.strongtie.com/2015/08/seismic-bracing-requirements-for-nonstructural-components/
Section 13.5 of ASCE 7-10 includes the necessary requirements for seismic bracing of architectural components. Table 13.5-1 provides various architectural components and the seismic coefficients required to determine the force level the attachments and supports are to be designed for. Mechanical and electrical components consist of floor ...
2018 INTERNATIONAL BUILDING CODE (IBC) | ICC …
https://codes.iccsafe.org/content/IBC2018/chapter-16-structural-design
The scope of the International Building Code® (IBC®) includes all buildings except detached one- and two-family dwellings and townhouses up to three stories. ... be capable of resisting the horizontal forces specified in Section 1.4.4 of ASCE 7 for walls of structures assigned to Seismic Design Category A and to Section 12.11 of ASCE 7 for ...
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.
2021 INTERNATIONAL BUILDING CODE (IBC) | ICC …
https://codes.iccsafe.org/content/IBC2021P1/chapter-16-structural-design
Basic design wind speed, V, miles per hour (mph) (km/hr) and allowable stress design wind speed, V asd, as determined in accordance with Section 1609.3.1 and wind exposure. 4. Seismic design category and site class. 5. Flood design data, if located in flood hazard areas established in Section 1612.3. 6. Design load-bearing values of soils. 7 ...
Technical Services Information Bureau - TSIB
https://www.tsib.org/files/T_B_%2010_120%20-%20Seismic%20Design%20Categories%20-%205-2017.pdf
force bracing for Seismic Design Categories D, E, and F for the IBC requirements are illustrated in Technical Bulletin 40.101. Note: “Seismic Zones” were introduced into the building codes in 1935 and have been continually updated over the years. The “Seismic Zone” would determine if lateral force bracing (compression post and splay wires)
Eliminating the Confusion from Seismic Codes and …
https://www.bicsi.org/uploadedfiles/PDFs/conference/2019/fall/PRECON_3C.pdf
Seismic Design Category C, D, E, or F Seismic Design Category (SDC) Importance Factor I p= 1.0 I = 1.5 (Life Safety or Hazardous) A EXEMPT – Seismic Not Required EXEMPT – Seismic Not Required B EXEMPT – Seismic Not Required EXEMPT – Seismic Not Required C EXEMPT – Seismic Not Required REQUIRED D REQUIRED REQUIRED E REQUIRED REQUIRED
STRUCTURE magazine | 2021 IBC Significant Structural Changes
https://www.structuremag.org/?p=19702
Notably, in the 2021 IBC, beam-column moment connections in Seismic Design Category B and C buildings are now required to be prequalified where the response modification coefficient exception is not applied. 2205.2.1.1 Seismic Design Category B or C. Structures assigned to Seismic Design Category B or C shall be of any construction permitted in ...
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