1722 100TH ST SW 2025-11-07 - Laserfiche WebLink

Force Transfer Around Openings Calculator ONE OF- Project Information Code: 20181RC,ASCE 7-16 Date:10/16/2022 Designer. Jon Conner,PE,SE Client: Pavel Andreyanov Project: 1722 100th St SW Everett Wall Line: 1B ULM) Lol(ft) L2(ft) V(11, 5 l t 3 L, W) Shear Wall Calculation Variables V 14261bf! Opening 1 Adj.Factor Method= 2bs/h Ll 0.00 ft. h, LOOft Wall Pier Aspect Ratio Adj.Factor L2L 2-50ftl h, 2.00ft P1=h,/Ll= O.SO N/A h..,, 9.00ft hp 6.00ft P2=h,/L2= 0.90 N/A L-11 &50ft Lol 100ft 1.Hold-down forces:H=Vh_11L,,,,II 1510 lbf 6.Unit shear beside opening v1=(V/L)(Ll+Tl)/L1= 219 pif 1 Unit shear above+below opening v2=(V/L)(T2+L2)/L2= 219 plf First opening:vat=vbl=H/(h,+hb)= 216 plf Check vl'L3+v2'L2=V? 1426 lbf OK 3.Total boundary force above+below openings 7.Resistance to corner forces First opening:01=val x(Lol)= 431 lbf R1=v1`L1= 878 lbf R2=v2'L2= 548lbf 4.Comer forces F3=Ol(Ll)/(L3+L2)= 26Slbf B.Difference comer force+resistance F2=Ol(L2)/(Ll+L2)= 166lbf RI-Fl= 612 lbf R2-F2= 383 lbf S.Tributary length of openings T1=(Ll'Lol)/(L3+L2)= 2.23 ft 9.Unit shear in comer zones T2=(L2'Lol)/(Ll+L2)= 0.77 ft vcl=(RS-FS)/LS= 153 plf vc2=(R2-F2)/L2= 153 plf V(lb) Check Summary of Shear Values for One Opening Line 1:vcl(h,+hb)+Vl(h,)=H? 1071 439 15101bf Une 2:val(h,+hb)-vcl(h,+hb)-vl(hj=0? 1510 1071 439 0 Line 3:va1(h,+hb)-vc2(h,+hb)-v1(hj=0? 1510 1071 439 0 Line 4:vc2(h,+hb)+v2(h,)=H? 1071 439 15101bf Design Summary* Req.Sheathing Capacity 219 plf 4-Term Deflection 0.052 in. 3-Term Deflection 0.-9 in. Req.Strap Force 265 lbf 4-Term Story Drift% 0.002% 3-Tern Story Drift% 0.003% Req.HD Force(H) 1S101bf Req.Shear Wall Anchorage Force(v,,,,) 168 plf .The Design Summary assumes that the shear wall is designed as blacked.