Laserfiche WebLink
Non-Structural Component Wind Anchorage Design <br /> IBC 2018,ASCE 7-16 Chapter 29 <br /> Wind Criteria: <br /> Kz: 0.85 ASCE TABLE 26.10-1 FOR EXPOSURE B AND z=60' MAX. <br /> Kzt: 1.0 ASCE SEC 26.8 <br /> Kd: 0.85 ASCE TABLE 26.6-1 <br /> Ke 1 ASCE TABLE 26.9-1 <br /> V: 98 MPH <br /> Building Ht: 12 ft <br /> Building Width, B: 36.5 ft, Normal to Wind Direction <br /> Building Length, L: 61 ft, Parallel to Wind Direction <br /> (GCr): 1.9 ASCE SEC 29.4.1 Lateral Force <br /> (GCr): 1.5 ASCE SEC 29.4.1 Uplift Force <br /> qh: 17.8 PSF[ASCE EQUATION 26.10-1] <br /> Ph: 33.8 PSF[ASCE EQUATION 29.4-2] Lateral Force <br /> Pv: 26.6 PSF[ASCE EQUATION 29.4-3] Uplift Force <br /> Mechanical Unit: RTU-1 <br /> i <br /> Weight,Wp: 1.00 k "IND // / <br /> Ht of Unit, h: 51 in % yr <br /> %' <br /> Overturning Distance, L: 44 in T . <br /> Dist. Normal to Wind, B: 82 in y` >I. <br /> Anchors/Side: 4 J <br /> Shear and Overturning Loads: 4,--Ll' <br /> Wind Force, Fh: 0.98 k Lateral Force <br /> Wind Force, F,,: 0.67 k Uplift Force <br /> Shear/Anchor: 0.12 k ULT <br /> 0.07 k ASD <br /> OT Moment: 25.0 k-in <br /> Tension/Side: -0.9 k ULT <br /> Net Uplift/Anchor: -0.11 k ULT 0.9DL+1.0W <br /> -0.06 k ASD 0.6DL+0.6W <br /> Anchorage Design: <br /> 1/4" Diam. x 3 1/2" Simpson SDS Screw into DF Sleeper <br /> Vallowable: 0.67 k <br /> Tallowable: 0.62 k <br /> Unity EQ: 0.21 <1.0 <br /> Quantum Consulting Engineers LLC Project: South Fork TI.„..., ,,,. Date: 6/15/23 Job No: 23256.01 <br /> 1511 Third Avenue,Suite 323 Designer JJS Sheet: <br /> Seattle,WA 98101 Client: Vital Mechanical Ser Checked: <br />