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ARCHITECT CASTILLO ENGINEERING JOB <br />1205 Pine Avenue, Suite 201 <br />Long Beach, CA 90813 <br />ENGR. MC DATE JOB NO. 25-5096 SHEET NO. <br />NOTCH ON COMPRESSION FACE AT END <br />1.83 <br />5.8 <br />0.92 <br /> 4.88 <br />V 170 lbs member type= <br />b=5.5 in Fv=psi <br />d 7.5 in Cd= <br />dn= 4.88 in F'v=psi <br />e= 11.13 in 'e' > 'dn', therefore use Eq.(3.4-2)slope=4 :12 <br />support member width w= 5.5 in <br />2012 NDS Equation 3.4-5 <br />fv= <br />2b <br />= 3 x =psi < psi, therefore NA <br />2 x 5.5 x 7.50 - - 4.88 x 11 <br />Use Eq. (3.4-2) <br />2012 NDS Equation 3.4-2 <br />fv= 1.5V = psi < psi, therefore Satisfactory (.04) <br />b dn <br />5.50 <br />4.88dn Rec'd= <br />B1 <br />30 <br />4.88 <br />213 <br />draftrer= <br />7.50 <br />6x <br />170 <br />1.25 <br />213 <br />170 <br />w <br />3V <br />d-(d-dn)/(dn)*e <br />9 213 <br />11/07/2025 <br />C:\Users\Jesus\OneDrive\Documentos\WORK\EXEL TRABAJO\w-notched beam <br />15