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House remodel - floor beams-Floor Beam <br />Nelson Consulting Englneering PS Page Z <br />Project: 14091 14:28:42 12/27/14 <br />Job: House remodei Designed by: Jeff <br />Client: Randy Shatto Checked by: <br />Input Data <br />Design of 4x10 No. 2-Hem-Fir-Dimensional ✓ <br />Left Cantilever None Main Span S' <br />Che�k for repetitive use? Yes 7ributary Width 8' <br />Dead Load: 12 psf Lwe Load. 40 psf <br />Allow l.L Deflection L/360 Allow TL DeflecUon L/240 <br />(3 in Maximum) <br />E�,. 1300000 psi F,.: 150 psi <br />Design Checks <br />Reaction Bending - X <br />Ib psi <br />Max Value 1688.1 811 726 <br />Allowable 2126.25 1020 <br />% Of AilOw �g ✓ $Q � <br />Locat on 0' 4' <br />Reactions and Bearing <br />Right Cantilever. None <br />Slope: 0 <br />Snow Load: 0 <br />DOL: 1 000 <br />Fr. 850 psi <br />Shear ll Defl. TL Defl. <br />ps� �� in <br />60.697 -01296 -0.1296 <br />150 0.2667 0.4 <br />40� 48r 32✓ <br />10-3/4" 4' 4' <br />Support Locatfon Min. Bearing Reaction <br />ft �� Ib <br />p� 1.5 1688 1 <br />g� 1.5 1688 1 <br />Seif-weight of inember is included <br />Member has an actuallallowable ratio in span t of 80 �%. <br />Design is governed by bending fb/Fb. <br />Goverrnng load combination is Floor wlPattern loads. <br />Maximum hanger fo�ces 1688 1 Ib (Left) and 1688 1 Ib (Right). <br />Timber design Is governed by NDS 2005. <br />Procram Vcrsion I 1? <br />