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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 E <br /> ------------------------------------------------------------------------------------------------------------------------ <br /> Name: DFP PLANNING AND DESIGN Project Name: 960,315 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 Defl TL Defl Member Top Slopeiin/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 Deckin .. . . ........... 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' 3'- 0.00' 120 45 Add <br /> 2 Unif(plf) Roof 1.25 3'- 0.00' 7'- 6.00' 820 308 Add <br /> 3 Conc(lbs) Roof 1.25 3'- 0.00' 0 7900 Add <br /> 2 Pcs of 1.75' z 11.25' Microllam(TM) ES LVL 2.0E <br /> 7'- 5.00' " <br /> ------------------------------------------ S I Z E A N A L Y S I S - A S D ----------------------- ----------------- <br /> This <br /> ----------------- <br /> This analysis for TJM products only Substitution voids this analysis. <br /> IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacMillan( I ). 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) 7059 5294 6733 127% LT. end Span 1 under Dead load <br /> Moment(ft-!b) 19679 15764 ( 16339 104% MID Span 1 under Dead lead <br /> Live Defl.(in) 0.066 0.250 L/999+ MID Span 1 under Roof loading <br /> Total Defl.(in) 0.264 t 0.375 L/341 MID Span 1 under Roof loading <br /> Span 1 <br /> Max. Reaction Total(lb) 6906 7059 <br /> Live(lb) 1545 2805 <br /> Required Brg. Length(in) 3.29(W) 3.36(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 />