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II-18-1996 T.T —B a m T Zt Page I of I <br /> v4.42 215003064 1111 TJBEAMC <br /> DFP PLANNING AND DESIGN <br /> 4797 BWY 10 HE ARDEN BILLS NN 55112 USA Phone: 636-6889 <br /> Btu N <br /> --------------------------------------------------------- ------ <br /> - -------------------------------------------------------- <br /> Name: DFP PLANNING AND DESIGN Project. Name: 960315 Page Title: <br /> Based on Allowable Stress Design (ASD) UBC building code for TJN products available through D;slribution <br /> --------------------------------------------------------------------------------------------------------------------- -- <br /> Application. .. ..... Floor - Res. Deflection Criteria (MR) Member Us-................. BEAM <br /> Load Classification....... Floor LL Deft TL Deft Member T(;p Slopeh n/ft)... 0.000 <br /> Load Duratic* r"actor....... 1.00 Span I 1./360 L/240 Roof Slope(;n/ft)......... 0.000 <br /> Live Load(psf)............. 40.0 Floor Decking............... NiA <br /> Dead Load(psf:.. ........... 15.0 Repetitive Member Use....... N/A <br /> Tributary Width('-').... I- 0.00 Reinforced Overhangs........ NIA <br /> LOAD: Class LDF Begin End Live load Dead Load Comment <br /> I Unif(plf) Floor 1.00 0'- 0.00' 20'- 0.00' 760 285 Add <br /> 4 Pcs of 1 . 75" x 18" MicrollamT" ES LVL 1 . 8E <br /> M20'- 0.00' ' <br /> ------------------------------------------ S I Z E A N A L Y S I S - A S 5 ----------------------------------------- <br /> This a.niilysis for T.JP1 procJucts onlyt Subst. il.ul. ion voi(Js [.his analysis . <br /> IMPORTANT! The analysis presented below is output from software deveioped by Trus Joist Ma;;M limn( JM). TJN 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 reviewed by a TJM Associate. <br /> The maximum unbraced length(s) shown are based on the controlling compressive forces on either th- top or bottom edges <br /> or the member. Lateral bracing naeds to be properly attached and positioned to achieve stability. <br /> Note: See Residential Products Reference Guide for multiple ply connection. <br /> Maximum Design Allowable Control <br /> Shear(Ib) 11348 9646 ( 23317 242% I.T. end Span I under 'Floor loading <br /> Moment(ft-Ib' 56740 56740 ( 77506 137% MID Span I under Flccr loading <br /> Live Deft.h n) 0.511 ( 0.667 , Li470 MID Span I under Floor oading <br /> Total Defl -h n) 0.725 ( 1.000 L/331 MID Span I under Fioor loading <br /> ----------- <br /> Spani <br /> Max. Reaction Total(lb) 11348 11348 <br /> Live(lb) 8000 8000 <br /> Required Brg. Lengthh n) 2.70(W) 2.70(W) <br /> Max. Unbraced Lengthh n) 32 <br /> Copyright " 1635 by Trus Joist MacNitlan, a limited pa-lnership, Boise, Ida'... <br /> MicrollamT' ,:,u ii-Beam" are trac,a;,rks of Trus Joist N: cWillan. <br />