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. � <br /> ������ �� <br /> .���� � T <br /> 01-25-I995 TJBea��(,H) Page ( of 1 <br /> TIBEAM� v4.20 sn:`�f401310� I(11 <br /> � pGp pi,ANNING � DESIGN <br /> 4?9T HVY, IQ N.E. �HDFh flILLS, MN 35112 US� Phone: 836-6889 <br /> LIUINGIDi��ING <br /> -----------------------------------------------------------------------------------—----------------------------------- <br /> Name: DFP PLANNING 8� �ESIGN Project Na�ue: 950322 Page Title: <br /> Base.d on ALLOW�BIE STRESS DESIGN ( dSD ) UBC building code for TJM oroducts avai(a'ole through �istri�bution <br /> ------------------------------------------------------------------------------------------------------------------------ <br /> Application. . .... .. r"loor - Aes. Deflection C�it.eria (HR) He�ber Use...... . ..... .. .. . Beam <br /> Load Class�fication....... Floor LL �ef! TL De.f! Mem6er Top Slope(in/ft).. . 0.000 <br /> Load ➢uration Factor....... I.00 Span f ll36� l/240 Roof Slope(inlft).. , , ... .. O.00O <br /> !ive Load(psf). ......... ... 40.0 Floor Decking. ....... ,.. .... NIA <br /> ➢ead Load(psf).... ......... I5.0 Aepetitive Me.r�ber Use..... ,. N/A <br /> °artition Load(psU. ... . .... 0.0 fte.inforced Overhangs........ N!A <br /> Tributary Vidth('-").. .. (- G,DO <br /> ;.ObD: Ciass L➢F Begin End Live Load Dead L��ad �emment <br /> 1 Unif(plf) Floor 1.00 0'- 0.00" 6'- 0.00" 440 28S Add <br /> Z Unif(pifl Eioor I .GO 6'- 0.00" 19'- 0.00' 940 473 bdd <br /> 3 Unif(pif) Fioor 1.00 I4'- 0.00" (4'-f2.00" 440 285 Add <br /> 4 Conc(Ib) Floar 1 .�0 6'- 0.00" u 2559 Add <br /> S Conc(.Ib1 Floor f.00 14'- 0.00' 0 34C3 Add <br /> 3 Pr,s of 1 .75" s 16" HICRC=LAH(91 ES LVI. i.BE <br /> ----------------- <br /> " 15'- 0.00" " <br /> -----------�------------------------------ S I Z E � N A I. Y S I � - A S � ---------------------------------�__---- <br /> IHPOAT�NT! The analysis presented 6eloN is output from software developed by Trus loist HacHiflan(TJH). TJM warrant.s <br /> the sizing of its products oy this software will be acco�ap!ished in accordance �ith T1M product design criteria and code <br /> accepted design values. The specific oroduct application, input design lozds; and �tated di�ensions have been provided <br /> by the sottware user. Th�s output has r�ot been ^ev�ewed by a TJM �lssociaf,e. <br /> The max�mun unoraced length(s) shown are based on the controlling co�apressive ferces on either the top or bottom e.dgNs <br /> of the �e�aber. Lateral bracing needs to be properly attached and positioned to achiev? stability. <br /> Note: See Residential Products Reference Guide [or multiple piy connection. <br /> Ma;�imum Design AiloMable Control <br /> Shear(Ib) 13893 9190 � (5664 f70% RT. e.nd Span ( under F!oe� loadir,g <br /> Moment(ft-Ib) d4955 44955 � 46671 104X lfID Span t under Eloor loading <br /> Live �efl.(in) 0.319 c 0.500 L/565 HI� Span ( under Floor loadin4 <br /> Total ➢efl .(in) 0.625 t 0.750 L1288 H1D Soan I unde.r Eloor loadin� <br /> ----------------- <br /> " Span ! " <br /> Max. Reaction Total(Ib) 9621 f3893 <br /> l,ive(Ib) 4933 6267 <br /> Required Brg. Length(ir�) 4.�1(W) 6.23(W) <br /> Ha�. Unbrar,ed '.engthiin! 32 <br /> Cooyright (c) (993 by Trus Joist HacHil(an, a limited partnership, Boise, Idaho, <br /> MICRO=LAH(R) is a registered trade�aark of Trus doist HacMillan. <br /> TdBeam(TM) is a tradenark of Trus Joist MacHillan. <br />