3317 RUCKER AVE C D 2020-07-15 - Laserfiche WebLink

WoodWorks®$fl@arw u s 17134.1 Rucker Duplex Lateral-UPDATED FEB 2018.wsw Feb.11,2018 12:21:19 HOLD-DOWN DESIGN(flexible seismic design,continued) A-3 L End 9.63 0.00 1368 1481 306 193 CS16 - 1.0 1705 0.11 A-3 R End 13.13 0.00 1368 531 110 947 CS16 - 1.0 1705 0.56 A-4 L End 13.38 0.00 1288 A-4 R End 26.63 0.00 1288 A-5 L End 26.88 0.00 1368 531 110 947 CS16 - 1.0 1705 0.56 A-5 R End 30.38 0.00 1368 1481 306 193 CS16 - 1.0 1705 0.11 A-6 L End 30.63 0.00 243 A-6 R End 35.88 0.00 198 A-7 L End 36.13 0.00 1452 144 30 1338 CS16 - 1.0 1705 0.78 A-7 R End 39.88 0.00 1452 144 30 1338 CS16 - 1.0 1705 0.78 Line G G-1 L End 0.12 34.00 1670 115 24 1578 CS16 - 1.0 1705 0.93 G-1 R End 3.88 34.00 1670 115 24 1578 CS16 - 1.0 1705 0.93 G-2 L End 4.13 34.00 58 G-2 R End 5.88 34.00 58 G-3 L End 6.13 34.00 1670 115 24 1578 CS16 - 1.0 1705 0.93 G-3 R End 9.87 34.00 1670 1411 292 550 CS16 - 1.0 1705 0.32 G-4 L End 30.13 34.00 1670 1411 292 550 CS16 - 1.0 1705 0.32 G-4 R End 33.87 34.00 1670 115 24 1578 CS16 - 1.0 1705 0.93 G-5 L End 34.13 34.00 58 G-5 R End 35.88 34.00 58 G-6 L End 36.13 34.00 1670 115 24 1578 CS16 - 1.0 1705 0.93 G-6 R End 39.88 . 34.00 1670 115 24 1578 CS16 - 1.0 1705 0.93 Legend: Line-Wall:. At wall or opening-Shearline and wall number At vertical element-Shearline Posit'n- Position of stud that hold-down is attached to: V Elem- Vertical element:column or strengthened studs required where not at wall end or opening L or R End-At left or right wall end L or R Op n-At left or right side of opening n Location-Co-ordinates in Plan View Hold-down Forces: Shear-Seismic shear overturning component,factored for ASD by 0.7.For perforated walls,T from SDPWS 4.3-8 is used Dead-Dead load resisting component,factored for ASD by 0.60 Ev-Vertical seismic load effect from ASCE 712.4.2.2=-0.2Sds x ASD seismic factor x unfactored D=0.207 x factored D.Refer to Seismic Information table for more details. Cmb'd-Sum of ASD-factored overturning,dead and vertical seismic forces.May also include the uplift force t for perforated walls from SDPWS 4.3.6.2.1 when openings are staggered. Hold-down-Device used from hold-down database Cap-Allowable ASD tension load Crit.Resp.-Critical Response=Combined ASD force/Allowable ASD tension load Notes: ^WARNING-This hold-down does not have design capacities for the thickness of end studs selected,so additional jack studs or blocking required Shear overturning force Is horizontal seismic load effect Eh from ASCE 7 12.4.2. Uses load combination 8 from ASCE 7 2.4.1=0.6D+0.7(Eh-Ev). Anchor bolts must have minimum 0.229"x 3"x 3"steel plate washers,conforming to specifications in SDPWS 4.3.6.4.3 and 4.4.1.6. Refer to Shear Results table for factor Co,and shearline dimensions table for the sum of Li,used to calculate tension force T for perforated walls from SDPWS 4.3-9. Shearwalls does not check for either plan or vertical structural irregularities. 45