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1318 75TH ST SE 2024-03-01
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1318 75TH ST SE 2024-03-01
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3/1/2024 3:57:39 PM
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2/13/2024 11:03:33 AM
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75TH ST SE
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1318
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WoodWorks® Shearwalls Moon RES Lateral.wsw May. 17, 2022 10:06:02 <br />HOLD-DOWN DESIGN (flexible wind desian) <br />Level 1 <br />Tensile ASD <br />Line- <br />Location <br />[ft] <br />Load <br />Holddown Force [Ibs] <br />Cap <br />Crit <br />Wall <br />Posit'n <br />X <br />Y <br />Case <br />Shear <br />Dead Uplift <br />Cmb'd <br />Hold-down <br />Flbsl <br />Res . <br />Line 1 <br />1-1 <br />L End <br />0.00 <br />0.12 <br />1 <br />3033 <br />3033 <br />HDU5-SDS2. <br />5645 <br />0.54 <br />V Elem <br />0.00 <br />4.62 <br />1 <br />2031 <br />2031 <br />Refer to upper <br />level <br />V Elem <br />0.00 <br />11.88 <br />1 <br />2031 <br />2031 <br />Refer to upper <br />level <br />1-1 <br />L Op 1 <br />0.00 <br />12.38 <br />1 <br />1711 <br />1796 <br />HDU5-SDS2. <br />5645 <br />0.32 <br />1-1 <br />R Op 1 <br />0.00 <br />15.63 <br />1 <br />2698 <br />2698 <br />HDU5-SDS2. <br />5645 <br />0.48 <br />V Elem <br />0.00 <br />22.88 <br />1 <br />2542 <br />2542 <br />Refer to upper <br />level <br />1-1 <br />R End <br />0.00 <br />25.38 <br />1 <br />1629 <br />1629 <br />HDU5-SDS2. <br />5645 <br />0.29 <br />Line 3 <br />3-1 <br />L End <br />52.00 <br />0,12 <br />1 <br />1316 <br />1316 <br />HDU5-SDS2. <br />5645 <br />0.23 <br />V Elem <br />52.00 <br />5.13 <br />1 <br />2409 <br />2409 <br />Refer to upper <br />level <br />V Elem <br />52.00 <br />19.88 <br />1 <br />2409 <br />2409 <br />Refer to upper <br />level <br />3-1 <br />R End <br />52.00 <br />31.88 <br />1 <br />1316 <br />1316 <br />HDU5-SDS2. <br />5645 <br />0.23 <br />Line A <br />11-1 <br />L End <br />0.12 <br />0,00 <br />Min <br />680 <br />680 <br />HDU5-SDS2. <br />5645 <br />0.12 <br />V Elem <br />27.63 <br />0.00 <br />Min <br />371 <br />371 <br />Refer to upper <br />level <br />A-1 <br />L Op 1 <br />30.38 <br />0.00 <br />Min <br />680 <br />680 <br />HDU5-SDS2. <br />5645 <br />0.12 <br />V Elem <br />51.88 <br />0.00 <br />Min <br />371 <br />371 <br />Refer to upper <br />level <br />Line B <br />B-1 <br />L End <br />0.12 <br />25.50 <br />Min <br />1334 <br />1334 <br />HDU5-SDS2. <br />5645 <br />0.24 <br />B-1 <br />L Op 1 <br />5.38 <br />25.50 <br />Min <br />1334 <br />1334 <br />HDU5-SDS2. <br />5645 <br />0.24 <br />B-1 <br />R Op 1 <br />7.63 <br />25.50 <br />Min <br />1334 <br />1334 <br />HDU5-SDS2. <br />5645 <br />0.24 <br />B-1 <br />L Op 2 <br />12.88 <br />25.50 <br />Min <br />1334 <br />1334 <br />HDU5-SDS2. <br />5645 <br />0.24 <br />B-1 <br />R Op 3 <br />23.63 <br />25.50 <br />Min <br />2155 <br />2155 <br />HDU5-SDS2. <br />5645 <br />0.38 <br />B-1 <br />R End <br />29.38 <br />25.50 <br />Min <br />2155 <br />2155 <br />HDU5-SDS2. <br />5645 <br />0.38 <br />Line C <br />V Elem <br />29.63 <br />27.50 <br />Min <br />486 <br />486 <br />Refer to upper <br />level <br />V Elem <br />51.88 <br />27.50 <br />Min <br />486 <br />486 <br />Refer to upper <br />level <br />Level 2 <br />Tensile ASD <br />Line- <br />Location <br />[ft] <br />Load <br />Holddown Force [Ibs] <br />Cap <br />Crit <br />Wall <br />Posit'n <br />X <br />Y <br />Case <br />Shear <br />Dead Uplift <br />Cmb'd <br />Hold-down flbsl <br />Res . <br />Line 1 <br />1-1 <br />R Op 1 <br />0.00 <br />4.62 <br />1 <br />2031 <br />2031 <br />HDU5-SDS2. <br />5645 <br />0.36 <br />1-1 <br />L Op 2 <br />0.00 <br />11.88 <br />1 <br />2031 <br />2031 <br />HDU5-SDS2. <br />5645 <br />0.36 <br />1-1 <br />R Op 2 <br />0.00 <br />15.13 <br />1 <br />2542 <br />2542 <br />HDU5-SDS2. <br />5645 <br />0.45 <br />1-1 <br />L Op 3 <br />0.00 <br />22.88 <br />1 <br />2542 <br />2542 <br />HDU5-SDS2. <br />5645 <br />0.45 <br />Line 3 <br />3-1 <br />R Op 1 <br />52.00 <br />5.13 <br />1 <br />2409 <br />2409 <br />HDU5-SDS2. <br />5645 <br />0.43 <br />3-1 <br />L Op 2 <br />52.00 <br />19.88 <br />1 <br />2409 <br />2409 <br />HDU5-SDS2. <br />5645 <br />0.43 <br />Line A <br />A-1 <br />R Op 2 <br />27.63 <br />0.00 <br />Min <br />371 <br />371 <br />HDU5-SDS2. <br />5645 <br />0.07 <br />A-1 <br />R End <br />51.88 <br />0.00 <br />Min <br />371 <br />371 <br />HDU5-SDS2. <br />5645 <br />0.07 <br />Line C <br />C-2 <br />L End <br />29.63 <br />27.50 <br />Min <br />486 <br />486 <br />HDU5-SDS2. <br />5645 <br />0.09 <br />C-2 <br />R End <br />51.88 <br />27.50 <br />Min <br />486 <br />486 <br />HDU5-SDS2. <br />5645 <br />0.09 <br />Legend. <br />Line -Wall. <br />At wall or opening - Shearline and wall number At vertical element - Shearline <br />Posit'n - Position of stud that hold-down is attached to: <br />V Elem - 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 right 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. 28.3-1 <br />ASCE 7 Minimum loads (27.1.5 / 28.3.4) <br />Hold-down Forces: <br />Shear- Wind shear overturning component, based on shearline force, factored forASD by 0.60. For perforated walls, T from SDPWS 4.3-8 is <br />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 walls from SDPWS 4.3.6.2.1 <br />when openings are staggered. <br />Hold-down - Device used from hold-down database <br />Cap - Allowable ASD tension load <br />Page 42 of 52 <br />14 <br />
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