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���?���.��� 990421 UPPER STAIRS R LVL <br /> �� �f C pA <br /> TJ-Beam v5.42 Serial Number:705t746244 2 Pcs of 1.75�� X �..Fl�� L.QG iiii�CrO��a� <br /> BEAMUSA 1111 9/2/99 15:06:35 <br /> Page 1 of 1 Build Code:104 <br /> TH1S PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> Member Slope:0 Roof Slope:0 <br /> . i <br /> i I <br /> , <br /> I�I� �IZI <br /> ��a�s�� <br /> All dimensions are horizontal. Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis for Beam Member Supporting ROOF Application. Tributary Load Width: 1' <br /> Loads(ps�:40 Live at 125%duration,15 Dead,a�d: <br /> TYPE CLASS LIVE DEAD LOCATION APPLICATlON COMMENT <br /> Uniform{plfl Roof(1.25) 860 248 0 to d'-6" Adds to <br /> Point(ibs.) Roof(1.25) D 1485 8" Adds to <br /> SUPPORTS: �NPUT BEARING REACTIONS(Ibs.) <br /> WIDTH LENGTH JUSTIFICATION LIVEJ DEAD/TOTAI DETAIL OTHER <br /> 1 Column 5.25" 5.25" Left Face 1575/1962/3537 Detail R1 SB Shear Blocking <br /> 2 Column 5.25" 5.25" Right Face 1575/748/2323 Detail R1 SB Shear Blocking <br /> -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s): R1. <br /> DESIGN CONTROLS: <br /> MAXIMUM DESIGN CONTROL CONTROL LOCATION <br /> Shear(Ib) 3233 1128 7897 Passed(94%) Rt.end Span 1 under Roof loading <br /> Moment(ft-Ib) 2097 2097 16445 Passed(13%) MID Span 1 under Roof loading <br /> Live Defl.(in} 0.012 OJ29 P�ssed(U999+) B�ID S}�an� under Roof Joading <br /> Total Defl.(in) 0.01 S 0.194 Passed(U999+) MID Span 1 under Roof loading <br /> -Deflection Criteria: STANDARD(LL: U360,TL:U240). <br /> -Bracing(Lu):AI!compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachmerrt and <br /> positioning of lateral bracing is required to achieve member stability. <br /> -Design assumes adequate continuous lateral support of the compression edge. <br /> ADDITIONAL NOTES: <br /> -IMPORTANT! The analysis presented is out�ut from soRware developed by Trus Joist MacMi!!an(TJM). TJM warrants the sizing of its <br /> products by this software will be accomplished�n accordance with TJAA prodi�ct design criteria and code accepted design values. The <br /> specfic product application,input design loads, and stated dimensions have been provided by the software user. This output has not <br /> been reviewed by a TJM Associate. <br /> -Not all products are readily available. Check with your supplier or TJM technical representative for product avai{abi{ity. <br /> -THIS ANALYSIS FOR TRUS JOIST MacM1LLAN PRDDllCTS ONLY! PRODllCT SUSSTlTUTION VOIDS TH1S ANALYSIS. <br /> -Allowable Stress Design methodolagy was uszd for Code UBC analyzing the TJM Residential product listed above. <br /> -Note:See TJM SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. <br /> PROJECT INFORMATlON OPERATOR INFORMATION: - <br /> No Project Informa6on available D.F.P.PLANNING&DESIGN,INC. <br /> TERRY MIKKELSON <br /> 4797 HIGHIIlJAY 90 N.E. <br /> ARDEN HILLS, MN 55112 <br /> 651-636-6889 <br /> 651-638-1412 <br /> Copyright�1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-BeamTM is a trademark of Trus Joist MacMillan. <br /> MicrWlart�ls a registered trademark of TRIs Joist MacMiNan. <br />