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��������,.�� 990421 STUDY WDW <br /> ' TJ-BeamTM �.az Serial PJumber:709C4624a 2 PCS Of 1.75" x 11.875" 2.OE Micro!iam0 LVL <br /> BEAMUSA 1711 9/3/99 9:53:18 <br /> Page 1 of 1 Build Ccde:104 <br /> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> �1 <br /> I 1 I <br /> � <br /> 111� i21 <br /> � ./�w �� � <br /> � g�6,. <br /> Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' <br /> Loads(ps�:40 Live at 100%duration,15 Dead,0 Partittion,and: <br /> TYPE CLASS LIVE DEAD LOCATION APPLICATlON CO�AMENT <br /> Uniform(pk� Floor{'1.��) 510 191 Q to 8'6" Adds ta <br /> Uniform(pif� Roof(1.25) 180 188 0 to 2' Adds to <br /> Point(ibs.) Roof(125) 0 5674 2' Adds to <br /> SUPPORTS: �NPUT BEARING REAC7"IONS(Ibs.) <br /> WIt�TH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER <br /> 1 Column 525" 4" Left Face 2665(R1.25)/5724/8389 Detail A3 1.25"LSL Rim <br /> 2 Column 5.25" 4" Right Face 2370(R1.25)/2174/4544 Detai!A3 1.25"LSL Rim <br /> -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. <br /> DESiGN CONTROLS: <br /> MAXIMUM DESIGN GONTROL CONTROL LOCATION <br /> Shear(ib) 8035 6698 7897 Passed(,85°k) Lt.er�d Span 1 under Floor loading <br /> Moment(ft-ib) 12070 11888 19942 Passed(60%) MID Span 1 under Floor loading <br /> Live Defl.(in} 0.063 0.262 Passed(U999+} M1D S�an 1 under Roof loading <br /> Total Defl.(in} 0.165 0.394 Passed(U573} MID Span 1 undzr Roaf loading <br /> -Deflection Criteria:STANDARD(LL: U360,TL:U240). <br /> -Bracing(Lu):All compression edges(top and bottom)musi be braced at 2'8"o/c unless detailed otherwise. Proper attachment and <br /> positioning of lateral bracing is required to achieve member stability. <br /> ADDITIONAL NOTES: <br /> -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its <br /> products by this sotiware wiN be accompNshed in accordarace vvith TJM{xoduct design cr�eria and code accepted design values. The <br /> specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not <br /> been reviewed by a TJNi Associate. <br /> -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. <br /> -THIS ANALYSlS FOR TRllS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SllBST1TUTIDN VOIDS THiS ANALYSIS. <br /> -Allowable Stress Design methodology was used for Code UBC analyzing the TJM Residential product listed above. <br /> -Note: See TJM SPECIFIER'S/BUILDER'S GUIDES for multiple ply connecfion. <br /> PROJECT INFORMATION OPERATOR INFORMATION: <br /> No Project Informatior�available D.F.P.FLANNIl�G&DFS�GN,INC. <br /> TERRY MIKKELSON <br /> 4797 HIGHWAY 10 N.E. <br /> ARDEPJ HILLS, MN 55112 <br /> 651-636-6889 <br /> 651-638-1412 <br /> Copyright�1999 by Tr�s Jois:MacMitlar,,a limited pa,^,nership,Boise,Idaho,USA. TJ-ProTM ard TJ-BeamTM are trademarks of Trus Joist MacMillan. <br /> Microllarr�is a registered trademark of Trus Joist MacMilfan. <br />