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11-14-1996 TJ-Beam(TM) Page 1 of 1 <br /> v4.42 215003073 1111 TJBEAMC <br /> DFP PLANNING b DESIGN <br /> 4797 HWY. 10 NE ARDEN HILLS, MN 55112 USA Phone: 636-6889 <br /> BEAM A <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 /> Application................ Roof Deflection Criteria (MR) Member Use................. BEAM <br /> Load Classification........ Roof LL Defl TL DE?. Member Top Slope(in/ft)... 0.000 <br /> Load Duration Factor....... i.25 Span 1 L/360 L12.0 Roof Siope(in/ft)......... 0.000 <br /> Live Load(psf)............. 40.0 Floor Decking............. . . N/A <br /> Dead load(psf)............. 115.0 Repetitive Member Use....... NIL <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' 12'- 0.00' 160 60 Add <br /> 1.75' x 9.5' Microllam(TM) ES LVL 2.0E <br /> 12'- 0.00' <br /> ------------------------------------------ S I Z E A N A L Y S I S - A S D ----------------------------------------- <br /> This an: ysis for TJM products only! Substitution voids this analysis. <br /> IMPORT NT! The analysis presented below is output from software deve,c:ed 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 /> Maximum Design Allowable Control <br /> Shear(lb) 1678 1456 ( 3948 271% LT. end Span i under Roof loading <br /> Moment(ft-lb) 5033 5033 ( 8279 165% MID Span 1 und_r Roof loading <br /> Live Defl.(in) 0.398 ( 0.400 L/362 MID Span 1 under Roof loading <br /> Total Defl.(in) 0.557 ( . 0.600 L/259 MID Span 1 under P.00f loading <br /> Span 1 <br /> Max. Reaction Total(lb) 1678 1678 <br /> Live(lb) 1200 1200 <br /> Required Brg. Length(in) 1.60(W) 1.60(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 />