Laserfiche WebLink
I <br /> 11-14-1996 TJ-Beam(TM) Page 1 of 1 <br /> v4.42 215003073 1111 TJBEAMC <br /> OFP PLANNING 3 DESIGN <br /> 4797 HWY. 10 NE ARDEN HILLS, MN 55112 USA Phone: 636-6889 <br /> BEAM F <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................. BEAM <br /> Load Classification........ Roof LL Def! TL Defl 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....... 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' 14'- 0.00' 120 225 Add <br /> 2 Pcs of 1.75' z 11.25' Microllam(TM) ES LVL 2.0E <br /> 14'- 0.00' <br /> ------------------------------------------ S I 2 E A N A L Y S I S - A S D ---------------------------- <br /> This analysis for TIM products only! Substitution voids this ar:alrsis. <br /> IMPORTANT! The analysis presented below is output from sof'.-ire 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) 2876 2491 ( 9352 375: RT. end Span 1 under Roof loading <br /> Moment(ft-lb) 10066 10,066 ( 22693 225% MID Span 1 under Roof loading <br /> Live Defl.(in) 0.178 ( 0.467 L/944 MID Span 1 under Roof loadin <br /> Total Defl.(in) 0.457 ( 0.100 L/368 MID Span 1 under Roof loading <br /> Span i <br /> Max. Reaction Total(!") 2876 2816 <br /> Live(lb) 1120 1120 <br /> Required Brg. Length(in) 1.50(W) 1.50(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 /> I <br />