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10/10/2023 Christopher Post Frame Buillding B2308-045 <br /> TSE Engineering Page: <br /> SHEAR& DISPLACEMENT OF POST-FRAME BUILDING WITH ONE OPEN SIDEWALL Job ID: <br /> Casey <br /> Assumptions: Roof diaphragm is rigid <br /> Building has.shearwalls on ends and one side <br /> Building rotates about its shear center <br /> �r SHEAR CENTER <br /> R�lIj�R B Note: "Open Sidewall" is <br /> Y(JIAPawd RIDGE— enclosed but without qualifying <br /> P=VL shearwali segments <br /> "OPEN SIDEWALL" ENDWALL <br /> A <br /> PLAN VIEW WITH GRIDS <br /> VL= 2372 lbs. <br /> GRID B <br /> V(shear on sidewall) = 2372 lbs. <br /> Sidewall Shearwall Length = 36 ft. <br /> - — — V(sidewally= -- 66 plf Use T-11 Panel Siding <br /> w/6d at 4"o.c. edge <br /> e (distance to shear center)= 9.60 ft. and 12"o.c. Field <br /> 0 (shear on each endwall)= 1601 lbs. <br /> GRID 1 <br /> Endwall Shearwall Length = 14 ft. Use T-11 Panel Siding <br /> V(endwall) = 114 plf w/6d at 4"o.c. edge <br /> GRID2 and 12"o.c. Field <br /> Endwall Shearwall Length = 24 ft. <br /> V(endwall) = 67 plf Use T-11 Panel Siding <br /> w/6d at 4"o.c. edge <br /> 6S(deflection of sidewall) = 0.139 in. and 12"o.c. Field <br /> 8E(deflection of endwall) = 0.143 in. <br /> d = 0.101 in. <br /> A= 0.331 in. <br /> A allowable per IBC Table 1604.3 = 0.896 in. O.K. <br /> Ratio A to H= 0.003 <br /> L City of Everett Permit Review <br /> EVERETT Status:Approved <br /> 10/11/2023 11:50:19 AM <br /> Page 8 of 16 These Plans Shall remain on Job Site Barrie Kenning,Plans Examiner <br />