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RB Engineers,Inc., Project: Bement Residence By: RB/MIT <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 Y—Y Direction <br /> Fw Y—Y @ Roof: 5.31 kips 4.31 k/46 ft= 115.4 #/Ft <br /> ✓ , Y 1 =(5.31/46)x(46/2)= 2.66 = 89 # <br /> SW-6 30' Ft <br /> ✓ ' Y 2=(5.31/46)x(46/2)= 2.66 = 123 <br /> SW-6 14'+7.5' Ft <br /> Fw Y—Y @ Upper: 5.51 kips 5.51 k/55 ft= 100.1 #/Ft <br /> ✓ ' Y 3 =(5.51/55)x(2.5+10.5/2) 3.43 = 196 <br /> SW-6 +2.66= 5'+6.5'+6' Ft <br /> ✓ ' Y 4=(5.51/55)x(10.5/2+3+17/2)= 1.68 = 129 <br /> SW-6 7'+6' Ft <br /> ✓ , Y 5 =(5.51/55)x(17/2+15/2)= 1.60 = 133 <br /> SW-6 12' Ft <br /> ✓ , Y 6=(5.51/55)x(15/2+7) 4.11 = 228 <br /> SW-6 +2.66= 5.25'+5.75'+3.5'+3.5' Ft <br />