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RB Enuineers,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 /> WIND FORCES ON SHEAR WALLS <br /> Shearwalls in X—X Direction <br /> Fw X—X @ Roof: 4.14 kips 4.14 k/34 ft= 121.9 #/Ft <br /> ✓ ' X 1 =(4.14/34)x(4+15/2)= 1.40 = 90 <br /> SW-6 11.5'+4' Ft <br /> ✓ ' X 2=(4.14/34)x(15/2+15/2)= 1.83 = 183 ## <br /> SW-4 10' Ft <br /> ✓ # X 3 =(4.14/34)x(15/2)= 0.91 = 60 # <br /> SW-6 2.75'+2.25'+2.75'+5'+2.5' Ft <br /> Fw X—X @ Upper: 4.35 kips 4.35 k/44 ft= 98.8 #/Ft <br /> ✓ ' X 4=(4.35/44)x(12/2)= 0.59 = 49 # <br /> SW-6 3.75'+4.5'+3.75' Ft <br /> ✓ ' X 5 =(4.35/44)x(12/2+14/2)= 2.69 = 229 <br /> SW-4 4- 1.40= 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 ANSUAF+PA SDPWS <br /> V @ X 6=(4.35/44)x(14/2+18)+ 4.28 = 130 <br /> (E)SW-6 1.83+0.91= 5'+7'+21' Ft <br />