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DESK/STAIRS <br /> TJ Bo^m'' 05 55 serial number:700103477 2 PGS of 1.75" X 11,875" 1.8E Microllam® LVL <br /> EEAMUSA 1111 2/20/02 3:38:54 PM <br /> Page 1 of 1 Build Code:146 <br /> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> 7'4" <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 /> Uniform(plf) Floor(1.00) 640 240 0 to 3'2" Adds to <br /> Uniform(plf) Floor(1.00) 300 13 3'2"to 4'7" Adds to <br /> Uniform(plf) Floor(1.00) 93 35 4'7"to 7'4" Adds to <br /> Point(lbs.) Floor(1.00) 0 2214 4'10" Adds to <br /> • SUPPORTS: INPUT BEARING REACTIONS(lbs.) <br /> WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER <br /> 1 Column 5.25" 4" 2025/1457/3483 1 11.9" Detail A3 1.25"LSL Rim <br /> 2 Column 5.25" 4" 976/1825/2801 1 11.9" Detail A3 1.25"LSL Rim <br /> -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. <br /> DESIGN CONTROLS: <br /> MAXIMUM DESIGN CONTROL CONTROL LOCATION <br /> Shear(lb) 3187 2523 7897 Passed(32%) Rt.end Span 1 under Floor loading <br /> Moment(ft-Ib) 5551 5551 17848 Passed(31%) MID Span 1 under Floor loading <br /> Live Defl.(in) 0.029 0.168 Passed(U999+) MID Span 1 under Floor loading <br /> Total Defl.(in) 0.068 0.335 Passed(U999+) MID Span 1 under Floor loading <br /> -Deflection Criteria: STANDARD(LL:L/480,TL:L/240). <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 /> 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 C 2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro"'and TJ-Beam"are trademarks of Trus Joist. <br /> MicroT arr'i<a registered trademark of Tr..2o ', <br />