Laserfiche WebLink
F/PLACE <br /> TJ-BeanTM r5.554A1114 +Serial Number:700103477 2 Pcs of 1.75" x 11.875" 1.8E Microllam® LVL <br /> B AMUSA 1111 2/20/02 3:02:58 PM <br /> Page 1 a 1 Build Code:146 <br /> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> Overall Dimension=23'2" <br /> 1 4- <br /> 14' <br /> 14'6" a 8'8" <br /> Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis for Header Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' <br /> Loads(psf):40 Live at 100%duration;15 Dead;0 Partition;and: <br /> TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT <br /> Point(lbs.) Floor(1.00) 0 1700 14'2" Adds to <br /> Point(lbs.) Floor(1.00) 0 995 18'10" Adds to <br /> Point(lbs.) Floor(1.00) 0 1169 19'10" Adds to <br /> SUPPORTS: INPUT BEARING REACTIONS(Ibs.) <br /> WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER <br /> 1 Column 5.25" 4" 252/93/344 1 11.9" Detail A3 1.25"LSL Rim <br /> 2 Column 3.50" 3.5" 598/3267/3864 1 11.9" Detail B3 <br /> 3 Column 3.50" 2.25" 161 /1118/1279 1 11.9" Detail A3 1.25"LSL Rim <br /> -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3, B3. <br /> DESIGN CONTROLS: <br /> MAXIMUM DESIGN CONTROL CONTROL LOCATION <br /> Shear(lb) 1535 1460 7897 Passed(18%) Lt.end Span 2 under Floor loading <br /> Moment(ft-lb) 3682 3394 16063 Passed(21%) MID Span 2 under Dead load <br /> Live Defl.(in) 0.028 0.355 Passed(U999+) MID Span 1 under Floor ALTERNATE span loading <br /> Total Defl.(in) 0.053 0.425 Passed(U999+) MID Span 2 under Floor ALTERNATE span loading <br /> -Deflection Criteria: STANDARD(LL:U480,TL:U240). <br /> -Bracing(Lu):All 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 /> -The load conditions considered in this design include Alternate member loading. <br /> ADDITIONAL NOTES: <br /> -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this <br /> software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product <br /> application, input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by <br /> a TJ Associate. <br /> -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. <br /> -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. <br /> -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. <br /> -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. <br /> PROJECT INFORMATION OPERATOR INFORMATION: <br /> No Project Information available D.F.P. Planning&Design <br /> Terry Mikkelson <br /> 4797 highway 10 n.e. <br /> arden hills, mn 55112 <br /> 651-636-6889 <br /> 651-638-1412 <br /> Copyright©2000 by Trus Joist,a Weyerhaeuser Business. TJ-ProTM and TJ-BeamTM are trademarks of Trus Joist. <br /> Micro!Fnmq)is n rMtistsrs treAsmert^,Trus J'- <br />