Laserfiche WebLink
• `�����-��,��� 990421 DINETTE <br /> '�� <br /> � TJ-BeamTM v5.42 SerialNumber.709046244 3 Pcs of 1.75� X �sr� �.OE Mlicrollam0 LVE. <br /> BEAMUSA 1111 9/3/99 10:00:08 <br /> Page t of 7 Bui{d Code:104 <br /> THlS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTR�LS FOR THE APPLICATION AND LOADS LISTED <br /> ' .� <br /> � � <br /> ��� ll 21 <br /> a <br /> 15'2" - <br /> Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis for Header Membsr Supporting FLOOR-RES.Application. Tributary Load Width: 1' <br /> Loads{ps�:40 Live at 100%duration, 15 Dead,0 Partition,and: <br /> TYPE ClASS L!VE DEAD LQCP.TION APPLlCATION COMME�lT <br /> Unifarm{p(� Fl�ar{1.0�) �10 191 0 to 15'2" Adds to <br /> Uniform{plfl Roof('l.25) 50 19 0 to 15'2" Adds to <br /> Uniform(plfj Roof(125) 837 434 0 to 4'8" Adds to <br /> Uniform(plfl Roof(1.25) 180 188 10'2"to 15'2" Adds to <br /> Point(Ibs.} Roof(1.25) 0 4290 4'S" Adds to <br /> Point(Ibs.) Roof(1.25) 0 5098 10'2" Adds to <br /> SUPPORTS: INPUT BEARING REACTIONS(Ibs.) <br /> WIDTH LENGTH JUSTiFICATION LIVE/DEAD/TOTAL DETAIL OTHER <br /> 1 Column 5.25" 4.181" Left Face 8046(R1.25)/8415/16462 Detail A3 1.25"LSL Rim <br /> 2 Beam 5.25" 4" Right Face 5860(R1.25)/7702/13562 Detail A3 125"LSL Rim <br /> -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. <br /> -Bearing length requirement exceeds input at support(s)1. Supplemental hardware is reguired to satisfy bearing requirements. <br /> DESIGN CONTROLS: <br /> MAXIMUM DESIGN C�NTROL CONTROL LOCATION <br /> Shear(Ib) 15800 10404 15960 Passed(65°10) Lt.end Span 1 under Floor loading <br /> Moment(ft-Ib) 51775 45506 52146 Passed(87%) MID Span 1 under Ffoor loading <br /> Live Deft.(in} 0.256 A.364 Passed(U681) M1D Span'1 under Roof loading <br /> Total Defl.(in) 0.641 0.727 Passed(V272) MID Span 1 under Raof loading <br /> -Deflection Criteria: STANDARD(LL: U480,TL:U240). <br /> -Bracing(Lu):Ali compression edges(top and bottom)must 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 sofiware will be accomplished ir�accc�rdance with TdM produci design criteria 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 TJM Associate. <br /> -Not all products are readily available. Check with your supplier or TJI�II technical representative for product availabilityr. � <br /> -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PROpUCT SUBSTITUTION VOIDS THIS ANALYSIS. <br /> -Allowable Stress Design methodology was used for Code UBC analyzing the TJM Residentia{product listed above. � <br /> -Note: See TJM SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. . • <br /> PROJECT INFORMATION OPERATOR INFORMATION: <br /> No Project Informa6on available D.F.P.FLANNING&DESIGN, INC. <br /> TERRY MIKKELSON <br /> 4797 HIGHWAY 10 N.E. <br /> ARDEN HILLS, MN 55112 <br /> 651-636-6889 <br /> 651-638-1412 <br /> Copyright ts�1999 by Trus Joist MacMiilan,a Iimited partnership,Boise,Idaho,USA. TJ-ProTM and TJ-Beam^'are trademarks of Trus Joist MacMillan. ' <br /> Microllarr�is a registered trademark of Trus Joist MacMillan. <br />