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Title : Arby's Remodel- Everet, WA <br />Dsgnr: Date: <br />Description : <br />Scope : Bm Verification As-Built <br />Job # <br />Rev: 510001 General Timber Beam Page 2) <br />Description New Low BM2 <br />_ _ _ <br />Stress Calcs � <br />Bending Analysis <br />Ck 23.915 Rb 5.787 Sxx 192.188 in3 Area 76.875 in2 <br />Cv 0.988 <br />@ Center <br />@ Left Support <br />@ Right Support <br />Shear Analysis <br />Design Shear <br />Area Required <br />Fv: Allowable <br />Bearing @ Supports <br />Max. Left Reaction <br />Max. Right Reaction <br />Max Moment <br />11.00 k-ft <br />0.00 k-ft <br />0.00 k-ft <br />@ Left Support <br />3.03 k <br />15.958 in2 <br />189.75 psi <br />2.32 k <br />2.32 k <br />Sxx Req'd <br />48.58 in3 <br />0.00 in3 <br />0.00 in3 <br />@ Right Support <br />3.03 k <br />15.958 in2 <br />189.75 psi <br />Bearing Length Req'd <br />Bearing Length Req'd <br />Allowable fb <br />2,716.15 psi <br />2,726.24 psi <br />2,72624 psi <br />1.004 in <br />1.004 in <br />'� Query Values � <br />M, V, & D@ Specified Locations Moment Shear Deflection <br />@ Center Span Location = 0.00 ft 0.00 k-ft 2.32 k 0.0000 in <br />@ Right Cant. Location = 0.00 ft 0.00 k-ft 0.00 k 0.0000 in <br />@ Left Cant. Location = 0.00 ft 0.00 k-ft 0.00 k 0.0000 in <br />� j� <br />