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vv/ <br /> ' '/ " • DECK BEAM <br /> TI-9aam^' x.42 Serial/9199 Number::51:270=-045244 3 Pcs of 1.75" x 11.875" 2.0E ParallamJ PSL . <br /> BbNMUSA 1111 6/9/99 8:51:24 <br /> Page 1 or 1 Build Code:104 <br /> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> 1 <br /> t 18. ' <br /> Product Diagram Is Conceptual. <br /> LOADS: i - <br /> Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' <br /> Loads(psfj:40 Live at 100%duration,15 Dead,0 Partition,and: • <br /> TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT • <br /> Uniforrri(ptf) Floor(1.00) 240 90 0 to 18' Adds to • - <br /> SUPPORTS: INPUT BEARING REACTIONS(Ibs.) • <br /> WIDTH LENGTH• JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER <br /> 1 Column 5.50"• 4.25" Left Face 2520/1148/3668 Detail A3 1.25"LSL Rim <br /> 2 • Column 5.50" 4.25" • Right Face 2520/1148/3668 Detail A3 1.25"LSL Rim <br /> -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. • <br /> DESIGN CONTROLS: <br /> MAXIMUM DESIGN .CONTROL CONTROL LOCATION <br /> Shear(lb) 3532 3078 •7352 Passed(42%) • Lt end Span 1 under Floor1148/3 • <br /> Moment(ft-Ib) 15307 15307 21495, Passed(71%) MID Span 1 under Floor loading <br /> Live Defl.(in) 0.468 0.578 Passed(U444) MID Span 1 under Floor loading ='i: <br /> Total Defl.(in) . 0.866 0.867 '.Passed(U240) - MID MID Span 1 under Floor loading <br /> • <br /> -DeflAcnnr1 Criteria:STANn.4PP(I-L:t_/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 /> ADDITIONAL NOTES: <br /> -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its . <br /> products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The . <br /> specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not <br /> been reviewed by a TJM Associate. <br /> - Not all products are readily available. Check with your supplier or TJM technical representative for product availability. <br /> -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. <br /> -Allowable Stress Design methodology was used for Code UBC analyzing the TJM 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 TJM. , <br /> VJolmanizedd CCA ParallamZ material bearing the Timber Products Inspection, Inc. quality mark is warranted under joint agreements <br /> by TJM and Hickson Corporation. , <br /> -Note: See TJM SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. , <br /> • <br /> PROJECT INFORMATION OPERATOR INFORMATION: <br /> No Project Information available D.F.P.PLANNING&DESIGN, INC. <br /> TERRY MIKKELSON <br /> 4797 HIGHWAY 10 N.E. <br /> ARDEN HILLS, MN 55112 <br /> 651-636-6889 <br /> 651-638-1412 <br /> Copy•-:;ht©19.90 by T vs Joist MacMillan,a limited partnership,Boiae,Idaho,Usk. TJ-ProTM and TJ-Beam"'are trademarks of Trus Joist MacMillan. <br /> Paal'=r,®is a registered trademark of TMs Joist MacMillan <br /> VVolr=_;z=_ is a registered trademark of the Hickson Ccrcoraon - <br />