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•-d 200412 BSMT WDW <br /> TJ-Beam— v5.45 Serial Number:7000005055 2 PCs of 1.75" x 11.875" 2.0E Microllam® LVL <br /> BEAMUSA 1111 10/6/00 3:41:40 PM <br /> Page 1 of 1 Build Code:124 <br /> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> �F' <br /> 7' E <br /> Product Diagram Is Conceptual. <br /> LOADS: <br /> Analysis for Beam 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(ptf) Floor(1.00) 320 120 0 to 1'3" Adds to <br /> Uniform(psf) Floor(1.00) 400 150 1'3"to 7' Adds to <br /> Uniform(plf) Roof(1.25) 800 420 0 to 2'9" Adds to <br /> Uniform(plf) Floor(1.00) 400 270 0 to 4'9" Adds to <br /> Point(lbs.) Floor(1.00) 0 2381 1'3" Adds to <br /> Point(lbs.) Roof(1.25) 0 5695 2'9" Adds to <br /> Point(lbs.) Floor(1.00) 0 2432 4'9" Adds to <br /> SUPPORTS: INPUT BEARING REACTIONS(lbs.) <br /> WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER <br /> 1 Column 5.25" 5.047" Left Face 4555/8695/13249 Detail A3 1.25"LSL Rim <br /> 2 Column 5.25" 4" Right Face 2525/5449/7974 Detail A3 1.25"LSL Rim <br /> -See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. <br /> -Bearing length requirement exceeds input at support(s)1. Supplemental hardware is required to satisfy bearing requirements. <br /> DESIGN CONTROLS: <br /> MAXIMUM DESIGN CONTROL CONTROL LOCATION <br /> Shear(lb) 12501 6743 7897 Passed(85%) Lt. end Span 1 under Floor loading <br /> Moment(ft-Ib) 19656 18188 19942 Passed(91%) MID Span 1 under Floor loading <br /> Live Defl.(in) 0.053 0.212 Passed(U999+) MID Span 1 under Roof loading <br /> Total Defl.(in) 0.188 0.319 Passed(U407) MID Span 1 under Roof loading <br /> -Deflection Criteria: STANDARD(LL: U360,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 /> ADDITIONAL NOTES: <br /> -IMPORTANT! The analysis presented is output from software developed by Trus Joist. Trus Joist warrants the sizing of its products by <br /> this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The specific <br /> product application, input design loads, and stated dimensions have been provided by the software user. This output has not been <br /> reviewed by a Trus Joist Associate. <br /> -Not all products are readily available. Check with your supplier or Trus Joist 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 Trus Joist Residential product listed above. <br /> -Note: See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. <br /> PROJECT INFORMATION OPERATOR INFORMATION: <br /> No Project Information available DFP PLANNING&DESIGN <br /> 4797 HWY. 10 NE ARDEN HILLS,MN <br /> 651-636-6889 <br /> 651-638-1412 <br /> ------------------------------ <br /> Copyright®2000 by Trus Joist,A Weyerhaeuser Business. TJ-ProTM and TJ-BeamTM are trademarks of Trus Joist. <br /> Microllam®is a registered trademark of Trus Joist. <br />