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i1-18-1996T rs Pag f f <br /> v4.4F'21 b0�6VI 1 I I YBNW <br /> DF'P PLANNING AND DESIGN <br /> 4797 HWY 10 NE ARDEN HILLS, NN 55112 USA Phone: 636-6889 <br /> BEAM N <br /> ------------------------------------------------------------------------------------------------------------------------ <br /> Name: DFP PLANNING AND DESIGN Project, Have: 960315 Page Title: <br /> Based on Allowable Stress Design (ASD) UBC building code for TJM products available through Distribution <br /> Application....... . Floor - Res. Deflection Criteria (MRI Member 1se.......... .... . . BEAM <br /> Load Classification....... Floor LL Def! TL Defl Member Top � ope(.inlft;... 0.('.0,' <br /> Load Dural on Factor....... I.00 Span 1 L1360 L/24;) Rco; S i o iiniItl......... i,.0(; i <br /> Live Load(psf)............. 40.0 Floor c. ,bing.............. . NiA <br /> Dead Load(psf)............. 15.6 Repetitive vember Use. ...... N/A <br /> Tributary Width('-')._.. 1- 0.00 Reinforced Overhangs........ N!A <br /> LOAD: Class LDF Begin End Live Load Dead Load Comment <br /> I Unif(p!f) Floor 1.00 01- 0.00' 51- 6.00' 680 255 Add <br /> 2 Conc(lbs) Floor 1.00 31- 6.00` 0 4653 Add <br /> 2 Pcs of 1 . 75" x 9 . 25" Microlla.mr" ES LVL 1 . 8E <br /> "-- 5'- 6.00' <br /> i <br /> ------------------------------------------ S I 'l F. A N A ; Y S 1 S <br /> This analysis for 'T'JM products onIy ! SUbst. iLution voids this analysis . <br /> IMPORTANT! The analysis presented below is output From software developed by Trus Joist MacHilian(TJN). TJM warrants <br /> the sizing of its products by this software will be accomplished in accordance with TJN product design criteria and code <br /> accepted design values. The specific product application, input design loads, and stated dimensions have been provided <br /> by the software user. This output has not been revie+ed by a TJM Associate. <br /> The maximum unbraced lengths) shown are based on the controlling compressive forces or! either the top or bottom edges <br /> of the member. Lateral bracing needs to be properly attached and positioned to achieve stab1l1L.. <br /> Note: See Residential Products Reference Guide for multiple ply connection. <br /> Maximum Design Allowable Control <br /> Shear(lb) 5708 4938 ( 6151 !25% RT. end Spa, I o:cer Floor loadir-g <br /> Homent(ft-Ib) 9418 9418 ( 11204 119% HID Span I under Floor loading <br /> Live Defi.1 ;,) 0.046 ( 0.183 L11999+ MID Suan I under Floor loading <br /> Total Defl. in) 0.144 ( 0.275 L/458 MID Span I under Floor loading <br /> '---_-Span I Y <br /> Max. Reaction Total(lb) 4439 5708 <br /> Live(lb) 1980 1980 <br /> Required Brg, Length(in) 2.11(W) 2.72(W) <br /> Max. Unbraced Length(in) 32 <br /> II-18-1996 T.J — l 3E-_Ia m T ri Page I of I <br /> v4.42 215003064 1111 TJBEAMC <br /> F I N E:S J <br /> Copyriggh' "' 1995 by Trus Jois, ac tbI I . 'f� ho 36-6889 <br /> Hicrolla :'' and TJ Bea are '.:' fa�MRs� fN ru� s, Ak 1 �ad 11 <br />