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ARCHITECT CASTILLO ENGINEERING JOB <br />1147 E. MARKET STREET <br />Long Beach, CA 90805 <br />ENGR. MC DATE JOB NO. SHEET NO. <br />NOTCH ON COMPRESSION FACE AT END <br />2.42 <br />7.64 <br />0.58 <br /> 7.06 <br />V 7285 lbs member type= 2x8 <br />b=10.5 in viga Fv=psi <br />d 11.875 in viga Cd= <br />dn= 7.06 in F'v=psi <br />e=9.00 in 'e' > 'dn', therefore use Eq.(3.4-2)slope=4 :12 <br />support member width w= 3.5 in <br />2024 NDS Equation 3.4-5 <br />fv= <br />2b <br />= 3 x =psi < psi, therefore NA <br />2 x ## x 11.88 -- 7.06 x 9 <br />Use Eq. (3.4-2) <br />2024 NDS Equation 3.4-2 <br />fv= 1.5V =psi < psi, therefore Satisfactory (.51) <br />b dn <br />7.25 <br />7.06dn Rec'd= <br />TAG: B11 <br />181 <br />w <br />3V <br />d-(d-dn)/(dn)*e <br />290 <br />10/02/2025 <br />7.06 <br />draftrer= <br />11.88 <br />psl <br />290 <br />1 <br />290 <br />7285 <br />147 290 <br />65