Laserfiche WebLink
11-14-1996 TJ-Beam(TM) Page 2 of 2 <br /> v4.42 215003073 1111 TJBEAMC <br /> DFP PLANNING & DESIGN <br /> 4797 HWY. 10 NE ARDEN HILLS, MN 55112 USA Phone: 636-6889 <br /> BEAM K <br /> 3 Pcs of 1.75' z 14' Microllam(TM) ES LVL 2.0E <br /> 12'- 0.00' <br /> ------------------------------------------ 5 I i E A N A L Y S I S - A S D ---------------------------------------- <br /> This analysis for TJM,products only: S-:tstitution voids this anal- <br /> lysis. <br /> IMPORTANT! The analysis presented bel w is output from software developed by Trus Joist MacMillan(TJM,. TJM warrants <br /> the sizing of its products by this softwara 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 /> Note: See Residential Products Reference Guide for multiple ply connection. <br /> Maximum Design Allowable Control <br /> Shear(lb) 14737 13354 t 11626 104% RT. end Span 1 under Flea loading <br /> Moment(ft-lb) ,9777 39771 ( J - 103% MIG Span 1 under Floor lc ding <br /> Live Defl.(in) 0.198 t ;.400 L/729 MTG 5pao 1 under Floor leading <br /> Total Defl.(in) 0.514 t 0.600 L/280 MTG Span 1 under Floor lc-ding <br /> Span <br /> Max. Reaction Total(lb) 13967 14737 <br /> Live(lb) 6560 5360 <br /> Required Brg. Length(in) 4.43(W) 4.68(W) <br /> Max. Unbraced Length(in) <br /> Copyright (c) 1995 by Trus Joist MacMillan, a limited partnership, Boise, Idaho. <br /> Microllam(TM) and TJ-Beam(TM) are traderarks of Trus Joist MacMillan. <br />