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P$Yd UIJ� LU 140 tvtrDt or�tn q ', <br /> Ti-Beam".' ',5.55 Serial Number:700103477 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL <br /> aEAMUSA ;1111 4/20/01 4:00:55 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 /> Member Slope:0 Roof Slope:0 Overall Dimension=11' 8" <br /> 1 <br /> 5-0 <br /> 4'4" - 7'4" <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 68 0 to 6' Adds to <br /> Uniform(plf) Roof(1.25) 270 101 6'to 11'8" Adds to <br /> Point(Ibs.) Roof(1.25) 0 990 6'2" Adds to <br /> SUPPORTS: INPUT BEARING REACTIONS(Ibs.) <br /> WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER <br /> 1 Column 5.25" 5.25" 321 /-113/208 1 9.5" Detail R1 SB Shear Blocking <br /> 2 Column 5.25" 5.25" 1953/1832/3785 1 9.5" Detail R7 <br /> 3 Column 3.50" 3.5" 965/533/1498 1 9.5" 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(Ib) 2490 2174 7897 Passed(28%) Lt. end Span 2 under Roof loading <br /> Moment(ft-lb) 2686 2686 16445 Passed(16%) Lt. end Span 2 under Roof loading <br /> Live Defl.(in) 0.026 0.239 Passed(U999+) MID Span 2 under Roof ALTERNATE span loading <br /> Total Defl.(in) 0.048 0.358 Passed(U999+) MID Span 2 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 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-Beam'"'is a trademark of Trus Joist. <br /> Microllam®is a registered trademark of Trus Joist. <br />