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03-11-1991i:::::ir Page 1 of 1 <br /> 16:53:34 v4.50 1111 <br /> TJBEAMC <br /> DFP PL.,11Nr4I rJG! & DESIGN <br /> 4797 HWY. 10 N.E. ARDEN HILLS, MN 55112 USA Phone: 636-6889 <br /> stair header <br /> ---------------------------- <br /> Name: DFP PLANNING & DESIGN Project Name: 960315 Page Title: <br /> Based on Allowable Stress Design (ASD) UBC building code for TJM products available through Distribution <br /> ------------------------------------------------------------------------------------------------------------------------ <br /> Application........ Floor - Res. Deflection Criteria (MR) Member Use......... ........ BEAM <br /> Load Classification....... Floor LL 0� l TL Oefl ' Member Top Slope( _n/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/A <br /> Dead Load(psf)............. 15.0 Repetitive Member !'se....... 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 Conc(lbs) N/A N/A S'- 6.00' 0 2200 Add <br /> 2 Unif(plf) Floor 1.00 0'- 0.00' 9'- 6.00' 40 15 Add <br /> 3 Unif(plf) Floor 1.00 9'- 6.00' 23'- 6.00' 54 20 Add <br /> 3 Pcs of 1 .75" x 11 .875" MicrollamTM ES LVL 2 .0E <br /> 23'- 6.00' <br /> ------------------------------------------ S I Z E A N A L Y S I S - A S D ----------------------------------------- <br /> This anal is for TJM r,, oducts or,] ' Substitut. in voids thi_� analysis . <br /> IMPORTANT! The analysis presented below is output from software developed 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 /> i <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) 3259 3133 ! 11845 3781 LT. end Span 1 under Floor loading <br /> Moment(ft-lb) 16509 16509 ( 30119 1821 HID Span 1 under Floor loading <br /> Live Defl.(in) 0.429 ( 9.783 L/658 MID _.pan I under Floor loading <br /> Total Defl.(in) 1.143 ( 1.175 L/247 M. span 1 under Floor loading <br /> Span i <br /> Max. Reaction Total(lb) 3259 2196 <br /> Live(lb) 998 1078 <br /> Required Brg. Length(in) 1.50(W) 1.50(W) <br /> Max. Unbraced Length(in) 32 <br /> Copyright (c) 1996 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. <br /> MicrollamrM and TJ-BeamrM are trademarks of Trus Joist MacMillan. <br />