What is the maximum spacing for hold-down anchors at the ends of shear walls in wood-framed construction per California Building Code requirements for Seismic Design Category D?
Correct Answer
C) The hold-down anchor must be at the end stud of the shear wall
Per CBC Section 2305.3.8.1, hold-down anchors must be attached to the end stud of shear wall segments in Seismic Design Categories D, E, and F. This ensures proper load transfer from the shear wall to the foundation and maintains the structural integrity of the lateral force resisting system during seismic events.
Why This Is the Correct Answer
Per CBC Section 2305.3.8.1, hold-down anchors must be attached to the end stud of shear wall segments in Seismic Design Categories D, E, and F. This ensures proper load transfer from the shear wall to the foundation and maintains the structural integrity of the lateral force resisting system during seismic events.
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According to the California Building Code, buildings located in Seismic Design Category D must comply with which specific seismic design requirements?
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