Given the elevation of the two story wood frame shear wall. vertical loads and lateral wind forces are shown in the sketch. wall framing is 2 inches nominal. studs are 16 inch OC wall sheathing is 15/32 inches STRUCTURAL I with 8d common or galvanized box nails.  find the required number and approximate spacing of anchor bolts necessary to transfer the shear from the wall into the foundation. these bolts are in addition to those for uplift. assume that the adjusted design value, Z', of an anchor bolt parallel to the wall is 1500 lbs.

 

Transcribed Image Text:

23 1.5 12 Rg- 4000 LB OPENING- SHEAR PANEL 2 GRAVITY LOADS TO WALL R,- 5000 LB ROOF D = 140 LB/FT ROOF L, = 200 LB/FT FLOOR D- 200 LB/FT SHEAR PANEL 1 FLOOR L = 500 LB/FT WALL D - 16 PSF - DOOR OPENING ELEVATION FIGURE 10.E 23 1.5 12 Rg- 4000 LB OPENING- SHEAR PANEL 2 GRAVITY LOADS TO WALL R,- 5000 LB ROOF D = 140 LB/FT ROOF L, = 200 LB/FT FLOOR D- 200 LB/FT SHEAR PANEL 1 FLOOR L = 500 LB/FT WALL D - 16 PSF - DOOR OPENING ELEVATION FIGURE 10.E

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Doon opening D 8uh EAL vh 075 hen deh Shear wall deflection 5 at Since c... View the full answer