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Non-Load Bearing Partitions Bracing Options - TSIB

    https://www.tsib.org/files/T_B_%2020_100%20-%20Non-Load%20Bearing%20Partitions%20Bracing%20Options%20-%205-2017.pdf#:~:text=Partitions%20that%20are%20tied%20to%20a%20lay-in%20acoustical,be%20independent%20of%20the%20ceiling%20splay%20wire%20bracing.
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Laterally Bracing Partition Walls to Joists - Concrete …

    https://www.concreteconstruction.net/how-to/construction/laterally-bracing-partition-walls-to-joists_o
    By Walter A. Laska. When possible, laterally brace interior concrete masonry partitions along the top of the wall. It is usually impractical or uneconomical to brace the wall with columns, piers, or pilasters, especially when the walls are built after the building has been occupied. Chapter 5 of the Specifications for Masonry Structures (ACI 530.1/ASCE 6-05/ TMS …

Partition Bracing | UpCodes

    https://up.codes/s/partition-bracing
    In exit corridors, the tops of partitions that extend only to the ceiling line have lateral bracing. For conforming buildings, the evaluator may consider this condition as mitigated, and no calculations are necessary. Partitions extending only to ceilings may overturn or …

Partition Wall Bracing - Structural engineering general …

    https://www.eng-tips.com/viewthread.cfm?qid=100443
    Brace spacing is not limited to 4 feet, but the wall must be designed to span between braces if a larger spacing is used. Section 1607.13 requires interior walls and partitions that exceed 6 feet in height to resis a minimum horizontal live load of 5 psf. Section 1620.3.1 gives additional seismic anchorage requirements for concrete and masonry walls.

Lateral Bracing in CFS Framing: Why? - AWCI

    https://www.awci.org/media/construction-dimensions/wachuwannano/1733-lateral-bracing-in-cfs-framing-why
    A: Lateral bracing is an important design consideration for both non-structural and structural applications of walls and partitions framed with cold-formed steel framing. Without bracing, the framing members may twist, buckle and fail under far less than specified applied load.

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