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COMPANY PROJECT <br /> [:(0Z):W:04odWo rks` <br /> uunVARCKOR h000DI-SrGN Oct.10,202215:21 Intermediate Rai!Horizontal <br /> Design Check Calculation Sheet <br /> Wood Works Sizer 2019(Update 4) <br /> Loads: <br /> Load 0.542' <br /> Maximum Rea <br /> 0• <br /> T'r.t actered• <br /> Live g <br /> _otal 9 <br /> 5 <br /> Ca�Cd-.1 L <br /> [;e7m 15_ <br /> L`]nQprt :52 152 <br /> •'0.- raLlO <br /> -ream 0,06 - <br /> SuUJ;,rL C.J.2. <br /> Load .'b r= 0.C2 <br /> C,enat', O.SO- ' <br /> a <br /> Kin req'd no- 0.50• <br /> CL- Lao 0.50• <br /> t:r,min l.oa 1.r.o <br /> n s o�crt 1.5n '•n <br /> FC. sup I ].51 <br /> 'Minimum bearing length setting used:112'for end supports <br /> 625 <br /> Lumber-soft,Hem-Fir,No.2,1-112"x314" <br /> Supports:All-Timbersoft Beam.D.Fir-L No.2 <br /> Total length:0.56';Clear span:0.438;Volume=0.0 cu.h. <br /> Incised:Lateral support:top=continuous,bottom=at supports;Oblique angle:90.0 deg;Repetitive factor.applied where permitted(refer to online help}; <br /> This section PASSES the design code check <br /> WARNING:This CUSTOM SIZE is not in the database.Refer to online help. <br /> Analysis vs.Allowable Stress and Deflection„sing NDS 2010- <br /> -•-ircrion Ar,alvi;i.s value Oesirr. value unit Ar,a D;sis.+C•eticn <br /> 91-.ear x-s: Iv = u Fv' = 12O Q.3c Iv/Fv = 0.50 <br /> y-•1 ft• .11 F•' - 120 Pst .fc/Fv' <br /> 3eadinc(+) x-x _ ;5 FL•' +, 11',' psi fb/FY. 0.00 <br /> Y-Y fn = 31 F7:' - -.82 Pei f_'Fi:' 0.12 <br /> Live Dnfl.'a negligible <br /> T otai Ds`fl'n t,yoiiaible <br /> Additional Data: <br /> r'4Clrcr:s: FIEIP�11 CC CH Ct CL CF Cl'u Cr C:t_ Ci ict <br /> _vy' 150 1.00 1.00 1.00 - - - - 1.00 O.dU <br /> Fbv' 950 1.00 1.00 i.oO 1.000 1.000 1.01) 1.15 1.0-0 0.60 <br /> F�1> 4on I.On 1.0a - - i.00 1.00 <br /> �' 3 mi?lion 1.00 I.00 - - - - 1.00 0.95 2 <br /> emS.n' 0.4) mxilion 1.00 1.00 - - - - ].On 0.95 <br /> CRITICAL LOAD COMBINATIONS: - <br /> shra r LC 9:'. - 1• <br /> LC $2 - L <br /> Deflection; LC t7. [lire) <br /> LC r;: - L (total) <br /> Ctarin,l . 3upycrt 1 - LZ: f= - L <br /> Supi-t 2 - LC 42 - „ <br /> irz <br /> h11 'C•s are 24sted in t:e Analysis output <br /> Load CMrhinationnl ASr, Basic. frOY5 i32-S 7-1: 2.4 Ia. 2616 <br /> CALCULATIONS: <br /> max - 9, t• dt:-1V - 9 lbs; Hi*) = 2 114a-1•L <br /> "Live" 1efle^.tlon due to all .^.or,-dead loads tlivo, wind, sncw,.y <br /> Total -.flecci,m = 1.0 dead - live- <br /> Design Notes: <br /> 1.Analysis and design are in accordance with the ICC Lnternational Building Code(IBC 2018)and the National Design Specification(NDS 2018),using Allowable Stress Design(ASD).Design values are <br /> from the NDS Supplement. <br /> 2.Please verify that the default dertoetion limits are appropriate for your application. <br /> 3.Sawn lumber bending members shall be laterally supponed according to the provisions of NOS Clause 4A.1. <br /> 4.Beam is in a system of 3 or more members spaced 24"or less apart.System factors applied according to NDS 4.3.9 <br /> 11 <br />