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GRT RM WDW <br /> . Air <br /> 5:t'b Kc+... <br /> TJ-Beam-r‘' 55 Serial Number:700163477 1.75" X 9.25" 2.0E tvtlCCoiiamR LVL <br /> EAMUSA 1111 220/02 11:11:21 AM <br /> Page 1 oft Build Code:146 <br /> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> Member Slope:0 Roof Slope:0 Overall Dimension=15'8" <br /> 4" 3 4'6" 9 4'6" 3' <br /> All dimensions are horizontal. Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis for Beam Member Supporting ROOF Application. Tributary Load Width: 1' <br /> Loads(psf):40 Live at 125%duration;15 Dead;and: <br /> TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT <br /> Uniform(plf) Roof(1.25) 180 188 0 to 15'8" Adds to <br /> SUPPORTS: INPUT BEARING REACTIONS(lbs.) <br /> WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER <br /> 1 Column 5.25" 5.25" 342/280/622 1 9.2" Detail R1 SB Shear Blocking <br /> 2 Column 5.25" 5.25" 957/860/1817 1 9.2" Detail R7 <br /> • 3 Column 5.25" 5.25" 1067/969/2037 1 9.2" Detail R7 <br /> 4 Column 5.25" 5.25" 957/860/1817 1 9.2" Detail R7 <br /> 5 Column 5.25" 5.25" 342/280/622 1 9.2" Detail R1 SB Shear Blocking , <br /> -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s): R1, R7. <br /> DESIGN CONTROLS: <br /> MAXIMUM DESIGN CONTROL CONTROL LOCATION <br /> Shear(lb) 1018 595 3845 Passed(15%) Rt end Span 2 under Roof ADJACENT span loading <br /> Moment(ft-lb) 806 806 7824 Passed(10%) Rt. end Span 2 under Roof ADJACENT span loading <br /> Live Defl.(in) 0.005 0.150 Passed(U999+) MID Span 2 under Roof ALTERNATE span loading <br /> Total Defl.(in) 0.008 0.225 Passed(U999+) MID Span 3 under Roof ALTERNATE span loading <br /> -Deflection Criteria: STANDARD(LL: L/360,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 /> -Design assumes adequate continuous lateral support of the compression edge. <br /> -The load conditions considered in this design include alternate and adjacent member skip 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 /> 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-BeamTM is a trademark of Trus Joist. <br /> Microllam®is a registered trademark of Trus Joist. <br />