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nua: �on t <br /> Dsp�r: Data: 11:33AM, 21 JUN 07 <br /> DeseNption: <br /> Scops: <br /> fiev. SBOODa <br /> usn�mvoewies.vHse.o.i�oeo-zom Genera! Timber Beam Pa9e � <br /> Ic�19BJ300]ENEftCALC Erglneennq Sollware <br /> Gona GA remo0el.acw�.nvac <br /> Description Rafter Check Refridgeration Unit <br /> Full Len th Uniform Loads <br /> Center DL 50.00#Ifi LL 30.00 #Ik <br /> Left Cantilever DL plfl LL #/ft <br /> Right Cantilever DL #Ift LL tllfl <br /> Tra zoidal Loads <br /> #1 DL(a�Left 42.00 #Ift �� �ery #Ifl Start Loc 76.000 (t <br /> DL�Right 42.00 #Ifl lL�Right #IR EM Loc 19.000 ft <br /> Summary <br /> Beam Design OK <br /> Span=24.00R,Beam Width=3.500in x Depth= 11.25in,Ends are Pin-Pin <br /> Max Stress Ratio o�»o : 1 I <br /> Maximum Moment sz k-n Maximum Shear' 1.5 t.5 k <br /> Allowable B.o k-n Allowable a.2 k <br /> Max.Positive Moment 6.18 k•R at 12.384 fl Shear: �Lefl 0.99 k <br /> Max.NegaGve Moment •0.00 k-fl at 24.000 ry @ Right 1.05 k <br /> Maz @ LeR Support 0.00 k-ft Camber. <br /> Max Q Right Support 0.00 k-ft Q° Lery O.00Oin <br /> QCenter 0.946in <br /> Max.M allow 8.02 Reactions... @ Right O.00Oin <br /> Po 1,003.96 psi fv 37.44 psi Left DL 0.63 k Max 0.99 k <br /> Fb 1,303.27 psi Fv 207.00 psi Right DL 0.69 k Max 1.05 k <br /> Deflections <br /> Center Span... Dead Load Tolal Load Lak Cantllever... Dead Load T al Loatl <br /> DeBection -0.637 in •0.968 in Deflectlon 0.000 in 0.000 In <br /> ...Location 72.096fl 12.09Gft ...LergthlDaB 0.0 0.0 <br /> ...LengttVDell 456.7 297.64 Right Cantllever... <br /> Camber(using 1.5'D.L.De(I)... Dellection 0.000 in 0.000 in <br /> @ Center 0.946(n ...LengthlDeB 0.0 0.0 <br /> @ Lefl O.00O in <br /> @ Righl 0.000 in <br /> Stress Calcs <br /> Bending Malysis <br /> Ck 31.887 Le 4.118 fl Sxx 73.828 in3 Area 30.375 in2 <br /> Cf 1.100 Rb 6.738. CI 0.995 <br /> Maz Moment SKz Rea'd Allowable fb <br /> @ Conter 6.18 k•h 56.871n3 1,303.27 psi <br /> @ Lefl SuppoA 0.00 k-fl 0.00 in3 1,309.28 psi <br /> @ Right Support 0.00 k•tt 0.00 in3 1,309.28 psi <br /> Shear Malysis @ Left SuppoA @ Right Support <br /> Design Shear 1.39 k �,q7 k <br /> Area Required 6.703 in2 7.121 in2 <br /> Fv:Allowabie 207.00 psi 207.00 psi <br /> Bearing @ Supports <br /> � Max. Left Reaclion 0.99 k Bearing Lenglh Req'd 0.454 in <br /> Maz. Ric�hl Reaction 1.05 k Bearing Lenglh Req'd 0.487 in <br />