Load Path Lateral Loads - WoodWorks

Combined Wind Uplift & Shear - WSP• Example: Splice over studs– Uplift too high to allow multi-storysplice to occur over band joist, sodesign splice over studsCombined Wind Uplift & Shear - WSP• Example: Splice over studsDouble row8d nails @ 4″ o.c.4 x 124x8Combined Wind Uplift & Shear - WSP• Example: Splice over studsSingle row8d nails @ 4″ o.c.See 4.4.1.7 (1)4 x 12Combined Wind Uplift & Shear - WSP• Example: Splice over studs4 x 12Additional nails (n) required above and below jointin studs to resist uplift capacity (4.4.1.7(2)):For 8d @ 4” & 12” ASD Capacity = 324 plf > 277 plf OKn = [324 x 16/12]/Z x C_D= [324 x 16/12]/[67 x 1.6]= 4.03 use 4 nails per stud4 x 84 x 8