Segmented Shear Wall Design
| Use of Allowable Shear Tables |
| Problem 1: The frame of a shear wall is made with 2x4 Douglas Fir-Larch studs at 16 inches on center. Determine intermediate (field) nail spacing, and maximum allowable unit shear for seismic loading if sheathing is 3/8 inch C-D grade plywood. 6d common nails are used, with nail spacing at panel edges of 4 inches on center. |
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Skip Problem and proceed to Wall Shear |
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Topics of this module include:
Load
Path, Segmented
Design Method, UBC
Design Table, Wall
Shear,
Dimension Ratios, Chord
Design, |
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