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08-12-1994 TJBeam(TM) Page 1 of 1 <br /> � ` TJBEAMD v4.20 sn�214011640 1111 <br /> DFP PLANNING & DESIGN <br /> 4797 HWY. 10 NE ARDEN HILLS, MN 55112 USA Phone� 636-6889 <br /> ---------------------------------------—-------------------------------------------------------------------------�-=-- <br /> Name� OFP PLANNING & DESIGN Project Name� Page Title� <br /> Based on ALLOWABLE STRESS DESIGN { ASD ) UBC building code for TJN products available through Distribution <br /> ------------------------------------------------------------------------------------------------------------------------ <br /> Application,.,.,,,. Roof - Heavy Deflection Criteria (MR} Member Use..... ........... . Beam <br /> Load Classification........ Snow LL Oefl TL Defl Member Top Slope(in/ft}.,. 0,000 <br /> Load Duration factor....... 1.00 Span 1 L/360 L/240 Roof Slope(in/ft)......... 0.000 <br /> Live Load(psf)............. 40.0 Floor Decking......,,,,,,. ,. N/p <br /> Dead Load(psf)............. 15.0 Repetitive Member Use.,.. ... N/R <br /> Partition load(psf)......... 0.0 Reinforced Overhangs..,., ... N/A <br /> Tributary Width( '-').... 1- 0.00 <br /> LOAD� Class LDF Segin End Live Load Dead Load Comment <br /> 1 Conc(lb} Snow 1.00 16'- 6.00' 0 1650 Add <br /> 2 Unif(plf} Snow 1.00 0'- 0.00' lb'- 6.00' 300 113 Add <br /> 3 Unif(plf) Snow 1.00 16'- 6.00' 29'-12.00' 40 15 Add <br /> 4 Pcs of 1.75' z 18' MICRO=LAM(R) WS LVL 1.8E <br /> � 30'- 0.00' � <br /> ------------------------------------------ 5 I Z E A N A L Y 5 I S - A 5 D ----------------------------------------- <br /> IMPORTANT! The analysis presented below is output from software developed by Trus Jaist 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 mazimum 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 /> Mazimum Design Allowable Control <br /> Shear(lb) 7161 6410 ( 23317 364Z LT. end Span 1 under Snow Roof loading <br /> Moment(ft-lb) 51240 51240 ! 11506 151: MID Span 1 under Snow Roof loading <br /> Live Defl.(in) 0.115 ! 1.000 L/503 MID Span 1 under Snow �oof loading <br /> Total Defl.(in) 1.352 ( 1,500 L/266 MID Span 1 under Snow Raof loading <br /> �, Span 1 <br /> Maz. Reaction Total(lb) ,-' 1161 4668 <br /> Live(lb). 4310 2380 <br /> Required 8rg. Length(i�) 2.41(W) 1.51(W) <br /> Maz. Unbraced Length(iA) ��Z <br /> Copyright (c} 1943 by Trus Joist MacMillan, a limited partnership, Boise, Idaho. <br /> MICRO=IRM(R) is a registered trademark of Trus Joist MacMillan. <br /> TJBeam(TM) is a trademark of Trus Joist MacMillan. <br />