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RB Eneineers,Inc. Project: Bement Residence By: RB/MJT <br /> 1312 2nd St Kirkland,WA Client: Brookes Design Date: 7/9/2021 <br /> Phone: (425) 822-3009 Subject: Lateral Page: <br /> Email: rbe1992@gmail.com <br /> OUAKE FORCES ON SHEAR WALLS <br /> Shearwalls in X—X Direction <br /> Fw X—X @ Roof: 6.54 kips 6.54 k/34 ft= 192.4 #/Ft <br /> ✓ ' X 1 =(6.54/34)x(4+15/2)= 2.21 = 143 <br /> E SW-6 11.5'+4' Ft <br /> ✓ ' X 2=(6.54/34)x(15/2+15/2)= 2.89 = 289 # <br /> SW-4 10' Ft <br /> ✓ ' X 3 =(6.54/34)x(15/2)= 1.44 = 95 ## <br /> SW-6 2.75'+2.25'+2.75'+5'+2.5' Ft <br /> (1.25-0.125x(8.1/2.5))x350#/Ft=295#/Ft capacity per table 4.3.4 ANSL'AF+PA SDPWS <br /> Fw X—X @ Upper: 4.01 kips 4.01 k/44 ft= 91.1 #/Ft <br /> ✓ , X 4=(4.01/44)x(12/2)= 0.55 = 46 <br /> SW-6 3.75'+4.5'+3.75' Ft <br /> V • X 5 =(4.01/44)x(12/2+14/2)= 3.40 = 289 <br /> SW-4 -+-2.21 = 2.5'+2.5'+3'+3' Ft <br /> (1.25-0.125x(8.1/2.5))x350#/Ft=295#/Ft capacity per table 4.3.4 ANSL'AF+PA SDPWS <br /> ✓ ' X6=(4.01/44)x(14/2+18)+ 5.74 = 174 <br /> SW-6 2.89+1.44= 5'+7'+21' Ft <br />