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Description 11-178 bn <br />Generai Information <br />Sedlon Name 2z10 <br />Beam Widlh <br />Beam Depth <br />Member Type <br />Load Dur. Fedor <br />Beem End Fizity <br />Full Length Uniform Loads <br />Cenler OL <br />LeR CanUlever DL <br />Right Centilever DL <br />ntla : <br />Dsgnr: <br />DescNption : <br />Scope: <br />Geheral Timber Beam <br />tp deck jsts <br />Job R <br />D�ts: 9:46AM, 1 JUL 11 <br />Calculatlons are deelgnad to 1997 NDS and 1997 UBC Raq <br />CenterSpen 6.00fl .....Lu 1.00 ft <br />1.5001n Lefl Canlilever R.... .Lu 0.00 ft <br />9.250 in Rlght Canlibver 2.50R .... .Lu 2.50 ft <br />Sawn Ham Fir, No.2 <br />Fb Basa Allow 850.0 psi <br />7.000 Fv Allow 75.0 psi <br />pi�.p�n Fc Al�ow 405.0 psi Rapalltlw Membsr <br />E 1,300.0 ksi <br />20.00 #/ft LL 55.00 SM <br />N!ft LL #Ift <br />20.00 N/R LL 55.00 #!R <br />Span= 6.00ft, Right Cant= 2.SOR, Beam Width = 1.500in x Deplh = 9.25in, Ends ere Pin-Pin <br />Max Stress Ratio o.soo ; � <br />Maximum Moment 0.3 k-ft Maximum Shear' 1.5 <br />Allowable � 8 k'R Allowable <br />Max. Posilive Moment 0.31 k•ft at 2.847 ft Shear. � LeR <br />Max. Ne9ative Momenl -0.06 k-ft al 6.000 ft • � Right <br />Maz � LaN Support O.OD k-R Camber. (d� LeR <br />Maz � Rigl;: Suppoit -0.23 k-ft � Center <br />Max. M allow 1.84 Cl Righl <br />Reactions... <br />ib 172.21 psi N 22.50 psi Left DL 0.05 k Mex <br />Fb 1,031.30 psi Fv 75.00 psi Right DL 0.12 k Max <br />Deilections <br />Center Span... oeaa �oaa <br />Defleclton -0.003In <br />...Lowlion 2.746R <br />...LengthlDeFl 26,9<1.3 <br />Cambar ( ueing 1.6' D.L. De11 �... <br />(a� Cenler 0.004 in <br />@ Lefl 0.000 in <br />Q Right 0.001 in <br />Stre85 CaiCS <br />Bending Analysis <br />Ck 37.716 Le <br />C( 1.700 Rb <br />Q Center <br />Q Lefl Support <br />(u� Righl SuppoA <br />Shear Analysis <br />Design Shear <br />Area Required <br />Fv: Allowable <br />Bearing � Supports <br />Maz. Left Reaction <br />Max. Right Reaction <br />5.148 ft <br />15.939 <br />�x Moment <br />0.31 k•ft <br />0.00 k•ft <br />023 k-ft <br />aQ Left Suppo�t <br />0.24 k <br />3.773 in2 <br />75.00 psi <br />0.27 k <br />0.45 k <br />-0.075 in <br />2.949 ft <br />4,7G1.96 <br />OefleUiOn <br />., lenglhlDefl <br />Right Cantilever... <br />Dellection <br />...LengthlDefl <br />S�a 21.3M inJ <br />CI 0.988 <br />S�a Rea'd <br />3.47 in3 <br />0.00 in3 <br />2.73 in3 <br />� Righl Support <br />0.31 k <br />4.763 in2 <br />75.00 psi <br />Beedng Length Req'd <br />8eering Length Req'd <br />Area <br />Page 1 <br />Beam Design OK <br />0.3 k <br />1.0 k <br />0.21 k <br />026k <br />O.00Oin <br />0.004 in <br />0.001 in <br />027k <br />O.eSk <br />O.00O in O.00O in <br />0.0 0.0 <br />0.001 in o.017 in <br />174,587.7 3,542.9 <br />13.875 in2 <br />Atlowable fb <br />7.062.81 ps( <br />7,075.25 psl <br />1,031.30 psi <br />0.353 In <br />0.743 in <br />,�J l �� <br />� ft , <br />i ' <br />