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FROM : D.F.P. PLANNING & DESIGN, INC. PHONE NO. : 651 638 1412 Mdy. 08 2001 02:32Pt'i P20 <br /> BSMT EXER <br /> �^= <br /> VA/AA <br /> TJ-BeamT"' v5,45 strisl Number.7txxxxY.i0.55 3 Pcs of 115" x 11.875" 2.0E Microllam® LVL <br /> BPAMUSA 1111 9/12/UO 8.37.17 AM <br /> Page l of 1 Build Cade: 124 <br /> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> 2 <br /> 14' <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(plf) Floor(1.00) 480 180 0 to 14' Adds to <br /> (1) Point(Ibs.) Floor(1.00) 0 12639 3" Adds to <br /> (1) Point(lbs.) Floor(1.00) 0 12833 13'9" Adds to <br /> (1)Analysis assumes loads are passed through to support Sufficient strength full depth blocking, nm,or squash blocks are required <br /> at dropped supports.The accessories shown,at the diagram above, have NOT been checked for capacity. Downward acting point <br /> loads are included in the reported SUPPORTS reactions.These are the reactions associated with the highest coefficient of <br /> duration and may not be the most CRITICAL case when designing the supporting member below. <br /> SUPPORTS: INPUT BEARING REACTIONS(Ibs.) <br /> WIDTH LENGTH JUSTIFICATION LIVE/DEAD!TOTAL DETAIL OTHER <br /> 1 Column 5.25" 4,512" Left Face 3640/14125/17765 Detail A3 1.25"LSL Rim <br /> 2 Column 5,25" 4.51" Right Face 3640/14119/17759 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)1,2.Supplemental hardware is required to satisfy bearing requirements. <br /> DESIGN CONTROLS: <br /> MAXIMUM DESIGN' CONTROL CONTROL LOCATION <br /> Shear(Ib) 4697 4081 11845 Passed(34%) Lt.end Span 1 under Floor loading <br /> Moment(ft-tb) 16373 16373 29913 Passed(55%) MID Span 1 under Floor loading <br /> Live Deft(In) 0.277 0.446 Passed(U579) MID Span 1 under Floor loading <br /> Total Defl.(in) 0.390 0.689 Passed(U411) MID Span 1 under Floor loading <br /> Deflection Criteria:STANDARD(LL: U360,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 This 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 /> Copytl0ht a 2000 by Trus Joist,A Weyerhaeuser Business. TJ-ProTM and TJ-BeamTM are trademarks of Trus Joist. <br /> Miorofame is a registar04 traaemark of Trus Joist <br />