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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 seismic desiqn) <br />Level 1 <br />Tensile ASD <br />Line- <br />Location [ft] <br />Holddown Force [Ibs] <br />Cap <br />Crit <br />Wall <br />Posit'n <br />X <br />Y <br />Shear <br />Dead Ev <br />Cmb'd <br />Hold-down <br />[lbsl <br />Res . <br />Line 1 <br />1-1 <br />L End <br />0.00 <br />0.12 <br />2596 <br />2596 <br />HDU5-SDS2. <br />5645 <br />0.46 <br />V Elem <br />0.00 <br />4.62 <br />2271 <br />2271 <br />Refer to upper <br />level <br />V Elem <br />0.00 <br />11.88 <br />2271 <br />2271 <br />Refer to upper <br />level <br />1-1 <br />L Op 1 <br />1,11 <br />12.38 <br />1371 <br />1371 <br />HDU5-SDS2. <br />5645 <br />0.24 <br />1-1 <br />R Op 1 <br />0.00 <br />15.63 <br />2959 <br />2959 <br />HDU5-SDS2. <br />5645 <br />0.52 <br />V Elem <br />0.00 <br />22.88 <br />2773 <br />2773 <br />Refer to upper <br />level <br />1-1 <br />R End <br />0.00 <br />25.38 <br />1637 <br />1637 <br />HDU5-SDS2. <br />5645 <br />0.29 <br />Line 3 <br />3-1 <br />L End <br />52.00 <br />0.12 <br />1201 <br />1201 <br />HDU5-SDS2. <br />5645 <br />0.21 <br />V Elem <br />52.00 <br />5.13 <br />2659 <br />2659 <br />Refer to upper <br />level <br />V Elem <br />52.00 <br />19.88 <br />2659 <br />2659 <br />Refer to upper <br />level <br />3-1 <br />R End <br />52.00 <br />31.88 <br />1201 <br />1201 <br />HDU5-SDS2. <br />5645 <br />0.21 <br />Line A <br />11-1 <br />L End <br />0,12 <br />0.00 <br />1053 <br />1053 <br />HDU5-SDS2. <br />5645 <br />0.19 <br />V Elem <br />27.63 <br />0.00 <br />788 <br />788 <br />Refer to upper <br />level <br />11-1 <br />L Op 1 <br />30,38 <br />0.00 <br />1 <br />1 <br />HDU5-SDS2. <br />5645 <br />0.00 <br />A-1 <br />R Op 1 <br />33.63 <br />0.00 <br />110 <br />110 <br />HDU5-SDS2. <br />5645 <br />0.02 <br />V Elem <br />51.88 <br />0.00 <br />2643 <br />2643 <br />HDU5-SDS2. <br />5645 <br />0.47 <br />Line B <br />B-1 <br />L End <br />0.12 <br />25.50 <br />2114 <br />2114 <br />HDU5-SDS2. <br />5645 <br />0.37 <br />B-1 <br />L Op 1 <br />5.38 <br />25.50 <br />2114 <br />2114 <br />HDU5-SDS2. <br />5645 <br />0.37 <br />B-1 <br />R Op 1 <br />7.63 <br />25.50 <br />2114 <br />2114 <br />HDU5-SDS2. <br />5645 <br />0.37 <br />B-1 <br />L Op 2 <br />12.88 <br />25.50 <br />2114 <br />2114 <br />HDU5-SDS2. <br />5645 <br />0.37 <br />B-1 <br />R Op 2 <br />16.13 <br />25.50 <br />803 <br />803 <br />HDU5-SDS2. <br />5645 <br />0.14 <br />B-1 <br />L Op 3 <br />20.37 <br />25.50 <br />803 <br />803 <br />HDU5-SDS2. <br />5645 <br />0.14 <br />B-1 <br />R Op 3 <br />23.63 <br />25.50 <br />2722 <br />2722 <br />HDU5-SDS2. <br />5645 <br />0.48 <br />B-1 <br />R End <br />29.38 <br />25.50 <br />2722 <br />2722 <br />HDU5-SDS2. <br />5645 <br />0.48 <br />Line C <br />V Elem <br />29.63 <br />27.50 <br />1069 <br />1069 <br />Refer to upper <br />level <br />V Elem <br />51.88 <br />27.50 <br />1069 <br />1069 <br />Refer to upper <br />level <br />Level 2 <br />Tensile ASD <br />Line- <br />Location [ft] <br />Holddown Force [Ibs] <br />Cap <br />Crit <br />Wall <br />Posit'n <br />X <br />Y <br />Shear <br />Dead Ev <br />Cmb'd <br />Hold-down <br />ribsl <br />Res . <br />Line 1 <br />1-1 <br />R Op 1 <br />0.00 <br />4.62 <br />2271 <br />2271 <br />HDU5-SDS2. <br />5645 <br />0.40 <br />1-1 <br />L Op 2 <br />0.00 <br />11.88 <br />2271 <br />2271 <br />HDU5-SDS2. <br />5645 <br />0.40 <br />1-1 <br />R Op 2 <br />0.00 <br />15.13 <br />2773 <br />2773 <br />HDU5-SDS2. <br />5645 <br />0.49 <br />1-1 <br />L Op 3 <br />0.00 <br />22.88 <br />2773 <br />2773 <br />HDU5-SDS2. <br />5645 <br />0.49 <br />Line 3 <br />3-1 <br />R Op 1 <br />52.00 <br />5.13 <br />2659 <br />2659 <br />HDU5-SDS2. <br />5645 <br />0.47 <br />3-1 <br />L Op 2 <br />52.00 <br />19.88 <br />2659 <br />2659 <br />HDU5-SDS2. <br />5645 <br />0.47 <br />Line A <br />A-1 <br />R Op 2 <br />27.63 <br />0.00 <br />788 <br />788 <br />HDU5-SDS2. <br />5645 <br />0.14 <br />A-1 <br />R End <br />51.88 <br />0.00 <br />788 <br />788 <br />HDU5-SDS2. <br />5645 <br />0.14 <br />Line C <br />C-2 <br />L End <br />29.63 <br />27.50 <br />1069 <br />1069 <br />HDU5-SDS2. <br />5645 <br />0.19 <br />C-2 <br />R End <br />51.88 <br />27.50 <br />1069 <br />1069 <br />HDU5-SDS2. <br />5645 <br />0.19 <br />Legend: <br />Line -Wall: <br />At wall or opening - Shearline and wall number <br />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 />Hold-down Forces: <br />Shear- Seismic shear overturning component, factored forASD by 0.7. For perforated walls, T from SDPWS 4.3-8 is used <br />Dead - Dead load resisting component, factored for ASD by 0.60 <br />Ev- Vertical seismic load effect from ASCE 7 12.4.2.2 =-0.2Sds x ASD seismic factor x unfactored D = 0.233 x factored D. Refer to Seismic <br />Information table for more details. <br />Cmb'd - Sum of ASD-factored overturning, dead and vertical seismic forces. May also include the uplift force t from perforated walls from SDPWS <br />4.3.6.2.1 when openings are staggered. <br />Hold-down - Device used from hold-down database <br />Cap - Allowable ASD tension load <br />Page 49 of 52 <br />40 <br />
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