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• TUFF SHED" Pagel of <br /> Wind Calculations(MWFRS) <br /> ASCE 7-16 Chapt.28 Part 1 <br /> Wind Speed,v„so:89 mph <br /> Basic Wind Speed,V:115 mph <br /> Wind Exposure:C <br /> Risk Category:II-Regular <br /> Roof Angle=18.43 <br /> Gable Wall Span=20.0 ft. <br /> Longitude Wall Span=22.0 fL <br /> Mean Roof Height=11.42 ft <br /> Enclosure Classification:Enclosed Section 26.10 <br /> K„=1 Section 26.8 <br /> K,=0.85 Table 26.10-1 <br /> Ke=0.85 Table 26.6-1 <br /> K,=1 Table 26.9-1 <br /> GC„=t0.18 Table 26.13-1 <br /> q❑=24.46 psf Eq.26.10-1 <br /> 1 2 3 4 5 6 1E 2E 3E 4E 5E 6E <br /> 0 Load Case A 0.52 -0.69 -0.47 -0.42 N/A N/A 0.78 -1.07 -0.67 -0.62 N/A N/A <br /> Load Case B -0.45 -0.69 -0.37 -0.45 0.40 -0.29 -0.48 -1.07 -0.53 -0.48 0.61 -0.43 <br /> Load Case A(•GC,;) 8.23 psf -21.28 psf -15.86 psf -14.56 psf N/A N/A 14.68 psf -30.58 psf -20.87 psf -19.52 psf N/A N/A <br /> Load Case A(+GCP,) 17.03 psf -12.48 psf -7.06 psf -5.76 psf N/A N/A 23.49 psf -21.77 psf -12.07 psf -10.71 psi N/A N/A <br /> Load Case B(-GC„) -15.41 psf -21.28 psf -13.45 psf -15.41 psf 5.38 psf -11.50 psf -16.14 psf -30.58 psf -17.37 psf -16.14 psf 10.52 psi -14.92 psf <br /> Load Case B(+GC„) -6.60 psf -12.48 psf -4.65 psf -6.60 psf 14.19 psf -2.69 psf -7.34 psf -21.77 psf -8.56 psf -7.34 psf 19.32 psf -6.12 psf <br /> max.pL=23.49 psf Side Wall,maximum wind pressure <br /> max.pT=19.32 psf Gable End Wall,maximum wind pressure <br /> max.p,,,p-30.58 psf <br /> VL=2,207 lbs. Max.Longitudinal Shear <br /> VT=2,951 lbs. Max.Transversial Shear <br /> Max.uplift pressure -14,799 lbs. Max.uplift pressure on the building due to wind on roof <br /> Diaphragm Calculations <br /> Length(for shear) <br /> Wall A: Double Portal Frame <br /> Wall B:19.Oft. <br /> Wall C:13.17 ft. <br /> Wall D:6.83 ft. <br /> Edge Boundary HF/SPF <br /> Sheathing* Nail Size Nailing Nailing v Factor <br /> Roof 7/16"OSB 8d 6 in.o.c. 12 in.o.c. v=180.0 ph 167.4 plf 0.93 <br /> Wall 3/8"Smartside 8d 6 in.o.c. 12 in.o.c. v=200.0 plf 164.0 ph 0.82 <br /> Wall 3/8"Smartside 8d 4 in.o.c. 12 in.o.c. v=300.0 ph 246.0 ph 0.82 <br /> Wall 3/8"Smartside 8d 3 in.o.c. 12 in.o.c. v=390.0 plf 319.8 ph 0.82 <br /> 'Must be Rated sheathing <br /> Wind Seismic v„y„ 2bJh edge nailing <br /> Wall A:Wall not used for shear Wall A:Wall not used for shear 6"o.c. <br /> Wall B:69.7 plf Walt B:44.9 plf 84.4 plf Co=0.83 0.62 6"c.c. <br /> Wall C:269.0 ph Wall C:129.5 plf 276.7 plf Co=1.00 0.87 3"o.c. <br /> Wall D:193.8 plf Wall D:124.8 plf 207.8 ph Ce=1.00 0.84 4"o.c. <br />• Roof=60.2 plf 167.4 plf <br />