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11-14-1996 TJ-Beam(TM) Page 1 of i <br /> v4.42 215003073 1111 TJBEAMC <br /> DFP PLANNING E DESIGN <br /> 4797 HWY, 10 NE ARDEN HILLS, MN 55112 USA Phone: 636-6889 <br /> BEAM 0 <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 /> ApPlication................ Roof Deflection Criteria (MR) Member Use.............. .. . SEAM <br /> Loa' Classification........ Roof LL Oefl TL O�fl Member Top Slope(in/ft).. . ..000 <br /> Load Duration Factor....... 1.25 Sran 1, L/360 Roof S!ope(in/ft)......... u.000 <br /> Live Load(psf)........... . . 40.0 Floor Decking............ . . N/A <br /> Dead Load(psf)............. 15.0 Repetitive Member 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 /> 1 Unif(plf) Roof 1.25 0'- 0.00' 4'- 6.00' 740 278 Add <br /> 2 Unif(plf) Roof 1.25 4'- 6.00' 7'- 6.00' 820 308 Add <br /> 3 Conc(plf) Roof 1.25 4'- 6.00' 0 5000 Add <br /> 2 Pcs of 1.75' z 9.5' Microllam(TM) ES LVL 2.0E <br /> 1'- 6.00' <br /> ------------------------------------------ S I E A N A L Y S I S A S D ----------------------------------- ----- <br /> This analysis for TJM products only! Substitution voids this analyst_. <br /> IMPORTANT! The analysis presented below is output from 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) 7322 6378 ( 7897 124% RT. end Span 1 under Roof loading <br /> Moment(ft-lb) 16602 16602 > 16558 100% MID Span 1 under Roof loading <br /> Live 0ef1.(in) 0.135 ( 0.250 L/669 MID Span 1 under Roof loading <br /> Total Defl.(in) 0.357 ( 0.375 L/252 MID Span 1 under Roof loading <br /> Span 1 <br /> Max. Reaction Total(lb) 6124 7322 <br /> Live(lb) 2973 3117 <br /> Required Brg. Length(in) 2.92(W) 3.49(W) <br /> Max. Unbraced Length(in) 0 <br /> Copyright (c) 1995 by Trus Joist MacMillan, a limited partnership, Boise, Idaho. <br /> MicTollam(TM) and TJ-Beam(TM) are trademarks of Trus Joist MacMillan. <br />