Laserfiche WebLink
��� � <br /> ,� � � 9yu4[1 MAST BATH V1iuW <br /> ��•(ji���r�J��uL,`1�1� . , <br /> �r ' r � � �nn f �.7C�� v 0 C�� � AC �I11'�r�llnrv�J 1 \/l , rM� . j� . � <br /> �r �� - <br /> � T,i-6eam ^^ v542 seriziivumoe� iuy�46-44 r a,� �� .� n :r..� .v� v�i�.�vnai���� �.v�. +� �,i W,�� <br /> BEAMUSA 1111 9/215� 14 53 56 <br /> Page?of 1 Builcl Code 104 <br /> THiS Pi�ODUCT ME�T�OR �XCEEDS THE �ET D��IGN CONTt�OLS FOR THE APPLI�ATION AND LOAD� LIST�7 <br /> Member Siope:0 Roof Siope:0 <br /> i i <br /> �-i ! <br /> � 'i <br /> �� � <br /> I�I� ;'2'' , <br /> ____—�� __ <br /> All dimensions are horizontal. Product Diagram is Conceptual. <br /> �oaos: <br /> Analysis for Header Member Supporting ROOF Application. Tributary Load Width: 1' <br /> Loads(psf):40 Live at 125"/o duration, 15 Dead, and <br /> TYPE CLASS LfVE DEAD LOCP.TION P,PPLICATION COh4MENT <br /> Uniform{p!f) Roef(1.2�; 180 68 0 te 3' Adds to <br /> Uniform(plf) Roof(125) 837 314 3'to 7' Adds to <br /> Point(ibs.) Roof(125) 0 3451 3` Acids to <br /> SUPPORTS: iN�UT BEARING REACTIONS{Ibs.) <br /> WiuTH LENGTH JUSTiFiCATiGN LiVE/DEAD/i OTAL DETAIL OTHER <br /> 1 Column 525" 5.25" Left Face 1471 /2581 /4052 Detail R1 SB Shear Blockina <br /> 2 Ce!umn 5.25" 5.25" Right Face 269?!2499!5196 Detail R? ,�'_,B Chc�r B!ecking <br /> -See TJP�!SPECIFIER'S/BUILDER'S GUIDES fo�det2i!(S): R1. <br /> L�tSII�IV COIv�'fC�LS: <br /> �1AXIMIIM nFgi�N rON?RO! CONTROL LOC?.TION <br /> Sh�ar(Ib) 4817 37Q3 7897 P�ssed{47%1 Rt,end$na.n 1 und�r Roof loading <br /> Moment(ft-Ib) 9500 9500 16445 Passedi58°io) MID Span 1 under Roof loadina <br /> Live Defl.(in) 0.058 0.213 Passed(U999+) M1D Span 1 under Roof loading <br /> Totai Defl.(in) 0.159 G.319 Fassed(U4o1j NiiD Span i under Rooi loading <br /> -D2FIzC.LIV�CfllZlla. JTnI�VUfYi\V(LL. L�JVV�TL.ULYV�. <br /> -Bracin9(Lu):A!!compress;or edges(tep and bottom)must bs braced at 2'8"e!c un!es�deta;led e,�e�;r�e. �r�p�r�tt�chme^t ard <br /> positioning ef latera!bracing is required to achieve membe!Stab11i1y. <br /> -Design assumes adequate conhnuous la±eral sup�ort of the�ompression edge. <br /> a��;r�or.�� raor�s: <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 wilf be accomplished in accordance with TJM product design criteria and code accepted design values. The <br /> specific product appiication, inpui ciesign loads, and staied dimensions have been provided by the softvvare user. i his output has not <br /> been reviewed by a TJivt Associate. <br /> -PJoi aii produi;ts are readiiy available. Chei;k with your supplier or TJ�vi technicai represer�iaiive ior product aveiiabiiity. <br /> -ThiIS A"JALYSIS FOR TRUS JOIST MaCh"ILLAN PROD'JCTS OPJLY': PRODUCT SUBSTITUTIO�J VOIDS TFiIS AN�LYSIS. <br /> -Allowable Stress Design methodology was used for Code U8C analy�ing the TJ��� Residential product listed above. <br /> -Note: See TJM SPECIFItR'S/BUiLDEK'S GUIDES for multiple ply connection. � <br /> PROJECT lNFORMATlON OPEP.ATOR INFOP.MATlON: <br /> No Projeci Information available D.F.F. PLAiVNIiVG 8�DtSIGN, IivC. <br /> TtRKY MIKKELSON <br /> 4797 HIGH'vVAY 10 N.E. <br /> ARDEN HILLS, MN 55112 <br /> 651-535-68R9 <br /> V51-V3V-141L <br /> Copyrignt O 1995 oy Trus Joist NtacMiiian,a iimited par[nership,esoise,Idano;uSi�,. TJ-Beam'*'is a irademark of Trus Joist NiacNiiilan <br /> Microllam�is a registered trademark of Trus Joist MacMillan_ <br />