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ARCHITECT CASTILLO ENGINEERING <br />1147 E MARKET ST <br />Long Beach, CA 90805 <br />ENGR. MC DATE ET NO. <br />NOTCH ON COMPRESSION FACE AT END <br />1.833 <br />5.798 <br />0.917 <br />4.881 <br />V 3363 lbs member type= <br />b=5.25 in Fv=psi <br />d 11.875 in Cd= <br />dn=4.88 in F'v=psi <br />e=14.00 in 'e' > 'dn', therefore use Eq.(3.4-2)slope=4 :12 <br />support member width w=5.5 in <br />2b <br />=3 x =psi <psi,therefore NA <br />2 x 5.3 x 11.88 --4.88 x 14 <br />Use Eq. (3.4-2) <br />2024 NDS Equation 3.4-2 <br />fv=1.5V =psi <psi, therefore Satisfactory (.54) <br />b dn <br />197 363 <br />6/27/2024 <br />290 <br />1.25 <br />363 <br />3363 <br />w <br />2024 NDS Equation 3.4-5 <br />fv= 3V <br />d-(d-dn)/(dn)*e <br />5.50 <br />4.88dn Rec'd= <br />B4 <br />-117 <br />4.88 <br />363 <br />draftrer= <br />11.88 <br />psl <br />https://d.docs.live.net/4573c51c7d91290e/Desktop/SOFTWARE ANAHI/w-notched beam <br />25