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ARCHITECT CASTILLO ENGINEERING JOB <br />1147 E Market Street <br />Long Beach, CA 90805 <br />ENGR. MC DATE 24-459 <br />NOTCH ON COMPRESSION FACE AT END <br />1.833 <br />5.798 <br />0.917 <br />4.881 <br />V 1762 lbs member type= <br />b=5.5 in viga Fv=psi <br />11.5 Cd= <br />F'v= <br />e=5.00 in 'e' > 'dn', therefore use Eq.(3.4-2)slope=4 :12 <br />2018 NDS Equation 3.4-5 <br />=3 x =psi < psi, therefore NA <br />2 x 5.5 x 11.50 --4.88 x 5 <br />Use Eq. (3.4-2) <br />fv= 1.5V =psi < psi, therefore Satisfactory (.46) <br />b dn <br />98 213 <br />26/06/2024 <br />170 <br />1.25 <br />213 <br />1762 <br />w <br />3V <br />d-(d-dn)/(dn)*e <br />5.50 <br />4.88dn Rec'd= <br />B1 <br />102 <br />4.88 <br />213 <br />draftrer= <br />11.50 <br />6x <br />C:\Users\gilbe\OneDrive\Escritorio\CBA\CALCULATIONS\01 ROOF OR FLOOR\w-notched beam <br />15 <br />2201 S Halladay St <br />9/24/2024