5010 DOVER ST 2025-07-31 - Laserfiche WebLink

WoodWorks® Shearwalls 2352.wsw Feb. 20, 2023 13:29:46 HOLD-DOWN DESIGN(flexible wind design) Level 1 Tensile ASD Line- Location[ft] Load Holddown Force[Ibs] Cap Crit Wall Posit'n X Y Case Shear Dead Uplift Cmb'd Hold-down [Ibs] Resp. Line 1 ✓ Elem 0.00 -11.62 1 736 541 193 Refer to upper level 1-1 R Op 1 0.00 -3.87 1 6448 215 6233 HDU8-SDS2. 6765 0.92 1-1 R End 0.00 -0.12 1 7185 486 6699 HDU8-SDS2. 6765 0.99 Line 2 ✓ Elem 24.50 -11.37 1 881 621 260 Refer to upper level 2-1 R Op 1 24.50 -3.87 1 6052 6052 HDU8-SDS2. 6765 0.89 2-1 R End 24.50 -0.12 1 6933 621 6312 HDU8-SDS2. 6765 0.93 Line A A-1 L End 0.12 -11.50 1 428 330 98 HDU2-SDS2. 3075 0.03 ✓ Elem 8.62 -11.50 1 558 558 Refer to upper level A-1 L Op 1 10.88 -11.50 1 443 420 23 HDU2-SDS2. 3075 0.01 A-1 R Op 1 14.13 -11.50 1 421 405 16 HDU2-SDS2. 3075 0.01 ✓ Elem 19.38 -11.50 1 558 558 Refer to upper level A-1 R End 24.38 -11.50 1 406 315 91 HDU2-SDS2. 3075 0.03 Line B B-1 L End 0.12 0.00 1 1538 120 1418 HDU2-SDS2. 3075 0.46 B-1 L Op 1 3.88 0.00 1 804 615 189 HDU2-SDS2. 3075 0.06 B-1 R Op 1 20.63 0.00 1 1039 615 424 HDU2-SDS2. 3075 0.14 B-1 R End 24.38 0.00 1 1772 120 1652 HDU2-SDS2. 3075 0.54 Level 2 Tensile ASD Line- Location[ft] Load Holddown Force[Ibs] Cap Crit Wall Posit'n X Y Case Shear Dead Uplift Cmb'd Hold-down [Ibs] Resp. Line 1 1-1 L End 0.00 -11.37 1 135 1-1 R End 0.00 -9.12 1 135 1-2 L End 0.00 -8.87 1 1133 486 647 HD1J2-SDS2. 3075 0.21 1-2 R End 0.00 -01.12 1 1133 486 647 HDU2-SDS2. 3075 0.21 Line 2 2-1 L End 24.50 -11.37 1 881 621 260 HDU2-SDS2. 3075 0.08 2-1 R End 24.50 -0.12 1 881 621 260 HDU2-SDS2. 3075 0.08 Line A A-2 L End 8.62 -11.50 1 558 558 HD`J2-SDS2. 3075 0.18 A-2 R End 19.38 -11.50 1 558 558 HDU2-SDS2. 3075 0.18 Line B B-i R Op 1 4.13 0.00 1 864 864 HDU2-SDS2. 3075 0.28 B-1 L Op 2 8.38 0.00 1 864 864 HDU2-SDS2. 3075 0.28 B-1 R Op 2 20.63 0.00 1 422 422 HDU2-SDS2. 3075 0.14 B-1 R End 24.38 0.00 1 422 422 HDU2-SDS2. 3075 0.14 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 t @ Op n- Uplift force t at opening n from offset opening in perforated wall above,from SDPWS 4.3.6.2.1 Location-Co-ordinates in Plan View Load Case-Results are for critical load case: ASCE 7 All Heights:Case 1 or 2 from Fig.27.3-8 ASCE 7 Low-rise:Windward corner(s)and Case A or B from Fig.28.3-1 ASCE 7 Minimum loads(27.1.5/28.3.4) Hold-down Forces: Shear-Wind shear overturning component,based on shearline force,factored for ASD by a 60.For perforated walls, T from SDPWS 4.3-8 is used. Dead-Dead load resisting component,factored for ASD by 0.60 Uplift-Uplift wind load component,factored for ASD by 0.60.For perforated walls,T from SDPWS 4.3-8 is used. 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 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: 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 Eqn.4.3-8. Designer is responsible for design of connection from wall to floor or foundation for shear force shown in Shear Results table.Refer to SDPWS 4.3.6.4.3 for foundation anchor bolt requirements. 13 Page 38 of 63