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Title : Arby's Remodel- Everet, WA <br />Dsgnr: Date: <br />Description : <br />Scope : Bm Verification As-Built <br />Job # <br />Re� S,000, General Timber Beam Page z' <br />Description New Low BM1 <br />Stress Calcs � <br />Bending Analysis <br />Ck 23.915 Rb 8.162 Sxx 432.422 in3 Area 115.313 in2 <br />Cv 0.927 <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 />18.22 k-ft <br />0.00 k-ft <br />0.00 k-ft <br />@ Left Support <br />3.86 k <br />20.354 in2 <br />189.75 psi <br />3.04 k <br />3.04 k <br />Sxx Req'd <br />86.11 in3 <br />0.00 in3 <br />0.00 in3 <br />@ Right Support <br />3.86 k <br />20.354 in2 <br />189.75 psi <br />Bearing Length Req'd <br />Bearing Length Req'd <br />Allowable fb <br />2,538.74 psi <br />2,557.47 psi <br />2,557.47 psi <br />1.317 in <br />1.317 in <br />Query Values ' <br />M, V, & D@ Specified Locations Moment Shear Deflection <br />@ Center Span Location = 0.00 ft 0.00 k-ft 3.04 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 />S�7 <br />