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�����-��,��� 990421 GAR <br /> _f,� <br /> � TJ-BeamTM �.42 Serial Number:709046244 2 Pcs of 1.75" x 11.875" 2.OE Microllam0 LVL <br /> BEAMUSA 1111 9/3/99 11:00:10 <br /> Page 1 of 1 Buiid Code:104 <br /> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATfON AND LOADS LISTED <br /> Member Slope:0 Roof Slope:0 <br /> �--1 � <br /> i <br /> �� �n <br /> �--9'3" <br /> All dimensions are horizontal. Product Diagram is Conceptual. <br /> LOADS: <br /> Ana[ysis for Beam Member Supporting ROOF AppGcation. Tributary Load Width: 1' <br /> Loads(,ps�:40 Live at 125%durafion, 15 Dead,and: <br /> TYPE CL,4SS LIVE DEAD LOCATlON APPLlCATION COMMENT <br /> Uniform(pl� Roof(125) 60 23 0 to 1'3" Adds to <br /> Uniform(plf) Roof(125) 720 270 1'3"to 9' Adds to <br /> Point(ibs.) Roof(1.25) 0 16145 1'3" Adds to <br /> SUPPORTS: �NPUT BEARING REACTIONS(�bs.) <br /> WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER <br /> 1 Column 7.25" 7.25" Left Face 2831 /15816/18647 Detaii R1 SB Shear Blocking <br /> 2 Column 3.50" 3.5" Right Face 3194/2695/5889 Detail R1 SB Shear Blocking <br /> -See TJM SPECIFIER'S!BUILDER'S GUIDES for detail(s): R1. <br /> DESIGN CONTROLS: <br /> MAXlMUM DESIGN CONTROL CONTROL LOCATlON <br /> Shear(Ib) 18575 4783 9871 �assed(48°k) Rt.etad Span 1 under Roof loading <br /> Moment(ft-Ib) 16811 12158 17948 Passed(68%) MID Span 1 under Dead load <br /> Live Defl.(in) D.114 0287 Passed(119D9) 6AlD Span 9 linder Roof loading <br /> Total Defl.{in} 0.278 0.430 Passed(U372} MID Span 1 under Roof loading <br /> -Deflection Criteria:STANDARD(LL: U36fl,Tt:t1240). <br /> -Bracing(Lu):All compression edges{top and bottom)must be braced at 2'8"o%unless detailed otherwise. Proper attachmertt and <br /> positioning of�eteral bracing is fequired#o ad�ieve member stability. <br /> -Design assumes adequate continuous lateral support of the compression edge. <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 sofi�aare will be accomplished in accordar�ce 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 wwithh your supplier or TJM technical representative for product availability. <br /> -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! P'4�ODUCT SUBSTITUTION VOIDS THIS ANALYSIS. <br /> -Allowable Stress Design methodology v�as used for Code UBC analy�ing the TJM Residential product listed above. <br /> -N.o�e:See TJM SPECIFIER'S/BUlLDER'S GMJIDES for multiple ply connection. <br /> PROJECT INFORMATiON OPERATOR INFORMATtON: � <br /> No Project Information available D.F.P. PLANNING 8�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 /> Copynpht�1999 by Truc Joist MacMillan,a limitecl partnership,Boise,Idaho,USA TJ-BeamTM is a trademark of Trus Joist MacMillan <br /> Microllar,s�is a registered trademark of Trus Joist MacMillan. <br />