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Wind Load Cont. <br />95 mph ASCE 7‐16 Figure 26.5‐1B <br />C <br />1.0 ASCE 7‐16 Sec 26.8.2 <br />0.85 ASCE 7‐16 Table 26.10‐1 <br />0.85 ASCE 7‐16 Table 26.6‐1 <br />1.00 ASCE 7‐16 Table 26.9‐1 <br />16.62 psf <br />5.0 Degrees <br />1.5 Conservatively assuming all exposed <br />0.8 conservatively assuming 10 ft2 effective area <br />Uplift (W)Zone(1') Zone(1) Zone(2)Zone(3) <br />Fig. 30‐3‐2 GCp=‐0.9 ‐1.4 ‐1.9 ‐2.4 <br />Eq. 29.4‐7 P=qh(GCp)(γE)(γa)=‐17.95 ‐27.93 ‐37.90 ‐47.87 <br />GCp=0.3 Figure 30.3‐2 <br />P=qh(GCp)(γE)(γa)=3.29 Equation 29.4‐7 <br />Rafter Attachments: 0.6D+0.6W (CD=1.6) <br />Connection Check <br />Attachment max. spacing= 4 ft <br />5/16" Lag Screw Withdrawal Value= 266 lbs/in Table 12.2A ‐ NDS <br />2.5 in DFL Assumed <br />Prying Coefficient 1.4 <br />Allowable Capacity= 760 lbs <br />Zone Trib Width Area (ft) Uplift (lbs) Down (lbs) <br />Zone(1') 4 11.0 76.1 69.2 <br />Zone(1) 4 11.0 112.3 69.2 <br />Zone(2) 4 11.0 148.5 69.2 <br />Zone(3) 4 11.0 184.7 69.2 <br />Conservative Max= 184.7 < 760 <br />CONNECTION IS OK <br />Risk Category = <br />KZ = <br />Kd = <br />Ke = <br />2.Embedment is measured from the top of the framing member to the tapered tip of a lag screw. <br />Embedment in sheading or other material does not count. <br />II <br />V= <br />Exposure = <br />1.Pv seismic dead weight is negligible to result in significant seismic uplift, therefore the wind uplift <br />governs <br />γE= <br />γa= <br /> KZt = <br />qh= 0.00256KzKztKdKeV2 = <br />Pitch = <br />Lag Screw Penetration <br />projects@evengineersnet.com <br />http://www.evengineersnet.com <br />912 N. Freeman <br />Street08/29/23