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a' 200420 DECK BEAM <br /> �llr ,tA�G1E<7* <br /> `TJ-Beam" v5.55Serial Number:700103477 5.25" x 11.875" 2.0E Parallam® PSL <br /> BEAMUSA 1111 12/7/00 9:13:58 AM <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 /> 16' <br /> Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis for Header 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) 280 105 0 to 16' Adds to <br /> SUPPORTS: INPUT BEARING REACTIONS(Ibs.) <br /> WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER <br /> 1 Column 5.25" 4" 2560/1141 /3701 1 11.9" Detail A3 1.25"LSL Rim <br /> 2 Column 5.25" 4" 2560/1141 /3701 1 11.9" Detail A3 1.25"LSL Rim <br /> -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. <br /> DESIGN CONTROLS: <br /> MAXIMUM DESIGN CONTROL CONTROL LOCATION <br /> Shear(Ib) 3556 3041 7352 Passed(41%) Lt. end Span 1 under Floor loading <br /> Moment(ft-lb) 13670 13670 21495 Passed(64%) MID Span 1 under Floor loading <br /> Live Defl.(in) 0.336 0.384 Passed(U550) MID Span 1 under Floor loading <br /> Total Defl.(in) 0.615 0.769 Passed(U300) MID Span 1 under Floor loading <br /> -Deflection Criteria: STANDARD(LL: U480,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(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 /> -Environment Consideration:CCA-SL 2(19%<MC<28%);ABOVE GROUND EXPOSURE(TREATED).28%MAXIMUM MC <br /> Member analysis is appropriate only for material that is properly treated in accordance with procedures authorized by TJ. Wolmanized® <br /> CCA Parallam®material bearing the Timber Products Inspection, Inc. quality mark is warranted under joint agreements by TJ and <br /> Hickson Corporation. <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-Pro^1 and TJ-Beam"are trademarks of Trus Joist. <br /> Parallam®is a registered trademark of Trus Joist. <br /> Wolmanized®is a registered trademark of the Hickson Corporation. <br />