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11-14-1996 TJ-Beam(TM) Page 1 of 1 <br /> v4.42 215003073 1111 TJBEAMC <br /> DFP PLANNING 3 DESIGN <br /> 4797 HWY. 10 NE ARDEN HILLS, MN 55112 USA Phone: 636-6889 <br /> BEAM C <br /> ------------------------------------------------------------------------------------------------------------------------ <br /> Name: DFP PLANNING AND DESIGN Project Name: 960315 Page Title: <br /> Based on Allowable Stress Design (ASD) UBC building code for TJM products available through Distribution <br /> ------------------------------------------------------------------------------------------------------------------------ <br /> Applicatior................ Roof Deflection Criteria (MR) Member Use................. BEAM <br /> Load Classification........ Roof LL Deft TL Deft Member Top Slope(in/ft)... 0.000 <br /> Load Duration Factor..,.... 1.25 Span 1 L/360 L/240 ,Roof Slope(in/ft)......... 0.000 <br /> Live Load(Psf)............. 40.0 Floor Decking............... N/A <br /> Dead Load(psf)............. 15.0 RepetitivE Member Use....... NIA <br /> Tributary Width( '-').... 1- 0.00 Reinforced Overhangs........ N/A <br /> LOAD: Class LDF Begin End Live Load Dead Load Comment <br /> 1 Unif(plf) Roof 1.25 0'- 0.00' 4'- 6.00' 180 68 Add <br /> 2 Unif(plf) Roof 1.25 4'- 6.00' 6'- 0.00' 880 330 Add <br /> 3 Conc(lbs) Roof 1.25 4'- 6.00' 0 3630 Add <br /> 2 Pcs of 1.15' x 7.25' Microllam(TM) ES LVL 2.0E <br /> 6'- 0.00' <br /> ------------------------------------------ S I Z E A N A L Y S I S - A D ----------------------------------------- <br /> This ana'rsis for TJM products only! Substitution voids this analysis. <br /> IMPORTANT! The analysis presented below is output rom software developed by Trus Joist MacMillan(TJM). TJM warrants <br /> the sizing of its products by this software will be accomplished in accordance with TJM 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 the top or bottom edges <br /> of the member. Lateral bracing needs to be properly attached and positioned to achieve stability. <br /> Design assumes adequate continuous lateral support of the compression edge. <br /> Note: See Residential Products Reference Guide for multiple ply connection. <br /> Maximum Design Allowable Control <br /> Shear(lb) 4915 3124 ( 4339 1?9; RT. end Span 1 under Dead load <br /> Moment(ft-io) 5942 4609 ( 7203 1`.b: MID Span 1 under Dead load <br /> Live Defl.(in) 0.1048 ( 0.200 L% 99+ MID Span 1 under Hoof loading <br /> Total Defl.;in) 0.170 ( 0.300 Ll424 MID Span 1 under Roof loading <br /> Span 1 <br /> Max. Reaction Total(lb) 2018 4915 <br /> Live(lb) 791 1579 <br /> Required Brg. Length(in) 1.50(W) 2.34(W) <br /> Max. Unbraced Length(in) 32 <br /> Copyright (c) 1995 by Trus Joist MacMillan, a limited partnership, Boise, Idaho. <br /> Microllam(TM) and TJ-Beam(TM) are trademarks of Trus Joist MacMillan. <br />