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fjA/ ii 202152 STUDY CANT POINT LOAD <br /> TJ-BearTM' v5.55 Serial Number:700103477 2 Pcs of 1.75" x 11.875" 2.0E Micro(tarn® LVL <br /> BE AMUSA 1111 3/20/02 9:25:50 AM <br /> Rage 1 of 1 Build Code:146 <br /> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS USTED <br /> Member Slope:0 Roof Slope:0 Overall Dimension=15' <br /> f I <br /> 1' 14' • <br /> All dimensions are horizontal. Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis for Header 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) 54 20 0 to 15' Adds to <br /> Point(Ibs.) Roof(1.25) 0 2805 3" Adds to <br /> SUPPORTS: INPUT BEARING REACTIONS(lbs.) <br /> WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER <br /> 1 2x6 Plate 5.50" 5.5" 753/3382/4135 1 11.9" Detail R1 SB Shear Blocking <br /> 2 Column 5.25" 5.25" 659/121 /780 1 11.9" Detail R1 SB Shear Blocking <br /> -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s): R1. <br /> DESIGN CONTROLS: <br /> MAXIMUM DESIGN CONTROL CONTROL LOCATION <br /> Shear(lb) 1157 986 9871 Passed(10%) Lt.end Span 1 under Roof loading <br /> Moment(ft-lb) 2853 2782 17948 Passed(15%) Lt. end Span 1 under Dead load <br /> Live Defl.(in) 0.076 0.449 Passed(U999+) MID Span 1 under Roof ALTERNATE span loading <br /> Total Defl.(in) 0.056 0.673 Passed(U999+) MID Span 1 under Roof ALTERNATE span loading <br /> -Deflection Criteria: STANDARD(LL: U360,TL:L/240).Additional checks follow. <br /> -Left overhang(LL: 0.2",TL:0.2"). <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 wan-ants 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 />