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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 />1.75 <br />5.53 <br />0.58 <br /> 4.95 <br />V 2500 lbs member type= 2x8 <br />b=5.5 in viga Fv=psi <br />d 9.5 in viga Cd= <br />dn= 4.95 in F'v=psi <br />e=11.00 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 5.5 x 9.50 -- 4.95 x 11 <br />Use Eq. (3.4-2) <br />2024 NDS Equation 3.4-2 <br />fv= 1.5V =psi < psi, therefore Satisfactory (.65) <br />b dn <br />138 213 <br />12/02/2025 <br />4.95 <br />draftrer= <br />9.50 <br />6x <br />170 <br />1.25 <br />213 <br />2500 <br />5.25 <br />4.95dn Rec'd= <br />TAG: B1 <br />-1121 <br />w <br />3V <br />d-(d-dn)/(dn)*e <br />213 <br />21