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10/10/2023 Christopher Post Frame Buillding B2308-045 <br /> TSE Engineering Page: <br /> SHEARWALL DEFLECTION OF POST-FRAME BUILDING .lob ID: <br /> Casey <br /> Sidewall <br /> lnput: Results: <br /> A= 19.25 in 8 v H3 - 0.000 in. <br /> L= 36 ft. EAL <br /> E = 1.3 x 100 psi <br /> en = 0.02 in. v H W 0.004 in. <br /> G = 11 x106psi Gt <br /> H = 9 ft. <br /> t= 0.0135 in. 0.75 H en = 0.135 in. <br /> v(sidewall)M 66 pif <br /> E = 0.139 in. <br /> Endwall <br /> Inpuf: Results: <br /> A= 19.25 in' 8 v H3 = 0.001 in. <br /> b(Av.)= 19 ft. EAb <br /> E = 1.3x106psi <br /> en= 0.02 in- -_ __ ..—v H = 0.007 in. - <br /> G = 11 x106psi Gt <br /> H = 9 ft. <br /> t= 0.0135 in. 0.75 H en = 0.135 in. <br /> v(endwall)= 114 plf <br /> E = 0.143 in. <br /> L City of Everett Permit Review <br /> EVERETT Status:Approved <br /> 10/11/2023 11:50:19 AM <br /> Page 9 of 16 These Plans Shall remain on Job Site Barrie Kenning,Plans Examiner <br />