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08-1L-14S4 TJBeam(TM} Page 1 of 1 <br /> TJBEAMD v4.20 sn�214011640 1111 <br /> DfP PLANNING & DESIGN <br /> 4197 HWY. 10 NE ARDEN HIILS, MN 55112 USA Phone� 636-6889 <br /> ------------------------------------------------------------------------------------------------------------------------ <br /> Name� DFP PIANNING b DESIGN Project Name� Page Title: <br /> Based on ALLOWABLE STRE55 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 Defl 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/A <br /> Dead Load(psf)............. 15.0 Repetitive Member Use....... N/A <br /> Partition Load(psf).....,... 0,0 Reinforced Overhangs.,,., ., , N/A <br /> Tributary Width( '-').... 1- 0.00 <br /> LOAD� Class LDF Begin End Live Load Dead Load Comment <br /> 1 Conc(lb) Floor 1.00 10'-10.00' 0 3197 Rdd <br /> 2 Unif(plf) Roof 1.25 0'- 0.00' 12'- 4.00' 300 113 Add <br /> 3 Unif(plf) Roof 1.25 0'- 0,00' 12'- 4.00' 300 113 Add <br /> 4 Unif(plf} Floor 1.00 U'- 0.00' 12'- 4.00° 300 233 Add <br /> 3 Pcs of 1.15' z 14' MICRO=LAM(R} WS LVL 1,8E <br /> " 12'- 4.00' � <br /> ------------------------------------------ 5 I Z E A N A L Y 5 I 5 - p 5 D ----------------------------------- <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 provi��d <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 botton ed9es <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 /> Mazimum Design Allowable Control <br /> Shear(lb) 11644 9913 ( 11282 113y RT. end Span 1 under Roof loading <br /> Moment(ft-lb) 29696 29696 ( 45484 153� MID Span 1 under Roof loading <br /> Live Defl.(in) 0.251 ( 0,411 L/515 MID Span 1 under Roof loading <br /> iotal Defl,(in) 0.432 l 0.611 U342 MID Span 1 under Roof loading <br /> � Span 1 � <br /> Max. Reaction Total(lb) 9225 11644 <br /> Live(lb) 5797(R1.25) 5791(R1,25) <br /> Required 8rg. Length(in) 4.13(W) 5,22(W) <br /> Maz. Unbraced Length(in) 32 <br /> Copyright (c) 1993 by Trus Joist MacMillan, a limited partnership, Boise, Idaho. <br /> MICRO=LAM(R) is a registered trademark of Trus Joist MacMillan. <br /> iJBeam(TM) is a trademark of Trus Joist MacMillan. <br />