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oodWo ks@ Shea6'wallS Whitkanack Shopmsw Jun. 23, 2022 20:107.01 <br />HOLD-DOWN DESIGN (flexible wind desian) <br />Level 1 <br />Tensile ASD <br />Line- <br />Location <br />[ft] <br />Load <br />llo lddown Force Ubs] <br />Cap <br />Crit <br />Wall <br />PosiVn <br />x <br />Y <br />Case <br />Shear <br />Dead uplift <br />Crnb'd <br />Hold-down <br />lbs <br />Res . <br />L1ne 1 <br />1-1 <br />1 End <br />O.CO <br />0.12 <br />Min <br />'-154 <br />1872 <br />1-1 <br />- Op 1 <br />0.00 <br />8.88 <br />Min <br />ICm61 <br />900 <br />161 <br />1/2 AB <br />24CO <br />0.07 <br />1-1 <br />R c 2 <br />0.00 <br />15.13 <br />1 <br />4e0 <br />1-1 <br />Op 2 <br />O.CO <br />16.88 <br />1 <br />300 <br />1 <br />R Op 2 <br />0.00 <br />20.13 <br />Min <br />e80 <br />420 <br />460 <br />1/2 A3 <br />2400 <br />0.19 <br />End <br />0.00 <br />23.e$ <br />Min <br />973 <br />1572 <br />Dine 2 <br />2-1 <br />L End <br />20.00 <br />0.12 <br />Min <br />754 <br />1793 <br />i* E_ez <br />20.00 <br />5.38 <br />Min <br />179 <br />610 <br />Refer _o <br />upper_evel <br />* E1e-1 <br />20.CO <br />9.63 <br />Min <br />160 <br />578 <br />Refer to <br />upper <br />revel <br />V E_en <br />20.00 <br />13.38 <br />Min <br />ISO <br />576 <br />Refer to <br />upper <br />level <br />t% E_era <br />20.00 <br />18.63 <br />Min <br />179 <br />6i0 <br />Refer to <br />upper <br />level <br />2-1 <br />R End <br />20.00 <br />23.e8 <br />Min <br />754 <br />1793 <br />Line A <br />V E_en <br />0.1.2 <br />0.00 <br />Min <br />941 <br />15 <br />926 <br />1/2 AB <br />2400 <br />0.39 <br />C Elen <br />2.38 <br />0.00 <br />Min <br />227 <br />2.05 <br />122 <br />Refer to <br />upper <br />revel <br />V E=e- <br />17.63 <br />0.00 <br />Min <br />713 <br />105 <br />608' <br />1/2 A3 <br />2400 <br />0.25 <br />i' ELem <br />18.1.3 <br />0.00 <br />Min <br />1079 <br />1079 <br />Re:!er to <br />upper <br />level <br />V E_e- <br />19.88 <br />0.00 <br />Min <br />1079 <br />is <br />1064 <br />Refer to <br />upper <br />'level <br />Line B <br />8-1 <br />1; Erd <br />0.12 <br />24.00 <br />Min <br />3872 <br />600 <br />3212 <br />1/2 A3 <br />2400 <br />1.36* <br />V' 21e:a <br />i2.es <br />24.00 <br />Min <br />842 <br />842 <br />Refer to <br />upper <br />level <br />V E_e. <br />15.88 <br />24.00 <br />Min <br />:111 <br />1111 <br />Refer to <br />upper <br />level <br />B-1 <br />R End <br />19.88 <br />24.00 <br />Min <br />4141 <br />600 <br />3541 <br />1/2 A3 <br />24CC <br />1.18" <br />Leve12 <br />Tensile ASD <br />Litre- <br />Location (fi] <br />Load <br />Holddown Force [lbs] <br />Cap <br />Crit <br />wall <br />Posifn <br />x <br />Y <br />Case <br />Shear <br />Dead Uplift <br />CmWdi <br />Hold-down <br />lbs <br />Res . <br />Line 1 <br />_ _ <br />7 End <br />0.00 <br />0.12 <br />Yin <br />93 <br />1232 <br />1-i <br />R End <br />0.00 <br />23.88 <br />Min <br />93 <br />1332 <br />Line 2 <br />2-1 <br />-L End <br />20.00 <br />0.12 <br />Min <br />179 <br />353 <br />2-1 <br />Op 1 <br />20.00 <br />5.38 <br />Min <br />i79 <br />610 <br />2-1 <br />R Op - <br />20.CO <br />9.63 <br />Min <br />180 <br />=?8 <br />2-1 <br />L Op 2 <br />20.0C <br />14.3E <br />Min <br />180 <br />575 <br />2-1 <br />R Op 2 <br />20.00 <br />18.63 <br />Min <br />179 <br />610 <br />2-1 <br />R End <br />20.00 <br />23.88 <br />N_in <br />173 <br />353 <br />Line A <br />A-1 <br />End <br />3.12 <br />0.00 <br />Man <br />941 <br />941 <br />?_ate <br />4300 <br />0.24 <br />A-1 <br />1 Op 1 <br />13.82 <br />O.Co <br />Min <br />941 <br />941 <br />P_a=e <br />4000 <br />0.24 <br />A-1 <br />Op <br />18.13 <br />().Cc <br />Min <br />1079 <br />1079 <br />Plate <br />4000 <br />0.27 <br />A-i <br />R End <br />19.83 <br />0.0c <br />?:in <br />1079 <br />1C19 <br />?_ale <br />4000 <br />0.27 <br />Line B <br />3-1 <br />.End <br />0.7.2 <br />24.00 <br />Min <br />842 <br />242 <br />Prate <br />4000 <br />0.21 <br />3-1 <br />L Op 1 <br />12.ea <br />24.CO <br />Min <br />842 <br />242 <br />P-ate <br />4000 <br />0.21 <br />3-1 <br />R Op <br />15.ea <br />24.00 <br />Min <br />1111 <br />llli <br />?:.ate <br />4000 <br />0.2a <br />3-1 <br />R End <br />19.8a <br />24.00 <br />Min <br />1111 <br />1111 <br />Kaye <br />4300 <br />0.28 <br />Legend, <br />Line=WaL.._..__._, �-_...._.................................................. -- _��_ <br />At wall or opening - Shearfine and wall number At vertical element - Sheariine <br />Posit'n - Position of stud that hold-down is attached to: <br />V Elam - Vertical element: column or strengthened studs required where not at wall end or opening <br />L or R End - At left or right wall end <br />L or R Op n - At left or tight side of opening n <br />t @ Op n - Uplift force t at opening n from offset opening in perforated wall above, from SDPWS 4.3.6.2.1 <br />Location - Co-ordinates in Plan view <br />Load Case - Results are for critical load case: <br />ASCE 7 All Heights: Case 1 or 2 from Fig. 27.3-8 <br />ASCE 7 Low-rise: Windward corner(s) and Case A or B from Fig. 26.3-1 <br />ASCE 7 Minimum loads (27.1-5 / 28, 3.4) <br />Hold-down Forces: <br />Shear- Wind shear overturning component, based an sheadine force, factored forASD by 0.60. For perforated walls, i from SDPWS 4.3-8 is used. <br />Dead - Dead load resisting component factored for ASD by 0.60 <br />Uplift - Uplift wind load component, factored for ASD by 0.60. For perforated walls, T'from SDPWS 4.3-8 is used. <br />Cmb d - Sum of ASD-factored overturning, dead and uplift forces. May also include the uplift force t from perforated wallsfrom SDPWS 4.3.6.2.1 when <br />openings are staggered. <br />Hold-down - Device used from hold-down database <br />Cap - Allowable ASD tension load <br />