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11-14-1996 TJ-Beam(TM)( ) Page 1 of i v4.42 215003073 1111 TJBEAMC DFP PLANNING & DESIGN 4797 HWY. 10 NE ARDEN HILLS, MN 55112 USA Phone: 636-6889 BEAM J --------- Name: DFP PLANNING AND DESIGN Project Name: 960315 Page Title: Based on Allowable Stress Design (ASO) UBC building code for TJM products available through Distribution ----------------- Application........ Floor - Res. Deflection Criteria (MR) Member Use................. BEAM Load Classification....... Floor LL Def. ;L Defl Member Top Slope(in/ft)... 0.000 Load Duration Factor....... 1.00 Span 1 L/360 L/240 Roof Slope(in/ft)..... .... 0.000 Live Load(psf)............. 40.0 Floor Decking............... N/A Dead Load(psf)............. 15.0 Repetitive Member Use....... N/A Tributary Width( '-').... 1- 0.00 Reinforced Overhangs........ N/A LOAD: Class LDF Begin End Live Load Dead Load Comment 1 Unif(plf) Floor 1.00 0'- 0.00' 2'- 0.00' 160 60 Add 2 Unif(plf) Floor 1.00 2'- 0.00' 10'- 6.00' 80 30 Add 3 Unif(plf) Floor 1.00 10'- 6.00' 18'- 0.00' 280 105 Add 4 Conc(lbs) Floor 1.00 2'- 0.00' 0 4554 Add 5 Conc(lbs) Floor 1.00 10'- 6.00' 0 1535 Add 2 Pcs of 1.75' x 14' Microllam(TM) ES LVL 2.0E ------------------------------------------ S - - E A N A L 'r S . . - A S D ----------------------------------------- This analysis for TJM products only! Substitution voids this analysis. IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. The maximum unbraced length(s) shown are based on the controlling compressive forces on either the top or bottom edges of the member. Lateral bracing needs to be properly attached and positioned to achieve stability. Note: See Residential Products Reference Guide for multiple ply connection. Maximum Design Allowable Control Shear(lb) 6932 6595 ( 9217 140% LT. end Span 1 under Floor loading Moment(ft-lb) 22144 22144 ( 27291 123% MID Span 1 under Floor loading Lave Defl.(in) 0.308 ( 0.600 L/101 MID Sean i under Floor 'loading Total Defl.(in) 0.858 l 0.900 L/252 MID Span 1 under Floor loading Span 1 Max. Reaction Total(lb) 6932 4653 Live(lb) 1544 2276 Required Brg. Length(in) 3.30(W) 2.22(W) Max. Unbraced Length(in) 32 Copyright (c) 1995 by Trus Joist MacMillan, a limited partnership, Boise, Idaho. Microllam(TM) and TJ-Beam(TM) are trademarks of Trus Joist MacMillan.