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�� ���";�� �� 990421 BED 4 WDW <br /> � v�/ At' < . <br /> � TJ-BeamTTM �.4z Seriai Number:7Cr�u46244 2 P�s of 1.75" x 9.5" 2.OE Micro!{am0 LVL <br /> BEf1MUSA 1111 9/Z/99 15:00:00 <br /> Page 1 of 1 Build Code:104 <br /> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTRaLS FOR THE APPLICATION AND LOADS LISTED <br /> Member Slope:0 Roof Slope:0 <br /> � 3R5� <br /> � � �i u 6'd <br /> w YYY� <br /> i��-�121 8- �v <br /> �� <br /> �--s�--T <br /> All dimensions are horizontal. Product Dlagram is Conceptual. <br /> LOADS: <br /> Analysis for Beam Member Supporting R.00F Application. Tribut�ry LoadWidth: 1' 1.�.�• o�o•`.0 83'1 3 tt <br /> �oads(ps�:40 Live at 125%duration,15 Dead,and: ��p .S�L ►aO 6� <br /> TYPE CLABS LIVE DEAD �LOCA710"! APPLlCATlQN C0114A,4ENT <br /> Ur.�form{p!fl Roof(1.25) 180 68 d� 4'�+'to�9'�'6Adds to <br /> Uniform(plf� Roof(1.25) 837 314 0 to 4=6u�� Adds to <br /> Point(Ibs.) Roof(1.25) 0 3451 �`�'.p Addsto <br /> $U�PORT$: �NPUT BEARING REACTIONS(Ibs.) <br /> WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER <br /> 1 Column 5.25" 5.25" Left Face 2545/1745/4290 Detail R1 SB Shear Blocking <br /> 2 Column 5.25" 5.25" Right Face 1732!3366/5098 Detail R1 SB Shear Blocking <br /> -See TJM SPEClFIER'S/BUILDER'S GUIDES for detail(s): R1. <br /> DESIGN CONTROLS: <br /> MAXlMUM DESIGN CONTROL CONTROL LOCATION <br /> Shear(Ib) 5001 4714 7897 Passed(60%) Rt.end Span 1 under Roof loading <br /> Moment(ft-Ib} 6290 6290 16445 Passed(38%) MID Span 1 under Roof loading <br /> Live Defl.(in) 0.040 0.179 Passed(U999+) MiD Span 1 under Roof loading <br /> Totai Defl.(in} 0.087 0269 Passed(L/740} MID Span 1 under Roof loading <br /> -Deflectian Criteria: STAtVDARD(LL: U360,TL:U240). <br /> -Bracing(Lu):AI!compression edges(top and bottom)must be braced at 2'8"a/c unless detailed otherwise. Proper attachment and <br /> positioning of lateral bracing is required to achieve member stability. <br /> -Design assumes adequate continuous lateral support of the compression edge. <br /> ADDtT10NAL NOTES: <br /> -1MPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrarits the sizing of fts <br /> products by this software will be accomplished in accordance with T.lM product design criteria and code accepted design values. The <br /> specific product application, input design loads,and stated dimensions have been provided by the sofiware user. This output has not <br /> been reviewed by a TJM Associate. <br /> -Not a{I products are readily available. Check with your supplier or TJM technical representative for product availability. <br /> -THIS ARfALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. <br /> -A{lowable Stress Design methado{ogy was used for Code UBC analyzing the TJM Residential product listed above. <br /> -Note: See TJM�SPE.CiFIER'S/BUILDER'S GUiDES fGr multiple ply connection. <br /> PROJECT INFORMATlON OPERATOR INFORMATION: <br /> No Project Information available D.F.P. PLAtVNING&DESIGN,INC. <br /> TERRY MIKKELSON <br /> 4797 HIGHINAY 90 N.E. <br /> ARDEN HILLS, MN 55112 <br /> 651-836-6889 <br /> 651-638-1412 • <br /> Copyright�1999 by Trus Joist MacMillan,a Iimited partnership,Boise,Idano,USA TJ-BeamTM is a 2rademark of 7rus Joist MacMillan. <br /> M�crollarr�is a registered trademark of Tfus Jofst MacMillan. <br />