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#4`ieD, <br /> ~i W.I.C. <br /> r,, ,n(TM 6.05 3 Pcs of 1 3/4"x 9X12"2.t1E Parallam®PSL <br /> user.2 9/8/03 251:18 PM <br /> Pagel Engine Version:l_5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> 4-4 <br /> L <br /> O f 7 <br /> Product Ingram is Conceptual. <br /> LOADS: <br /> Analysis is for a Drop Beam Member. Tributary Load Width:1' <br /> Primary Load Group-Residential-Living Areas(psi):40.0 Live at 100%duration,15.0 Dead <br /> Vertical Loads: <br /> Type Class Live Dead Location Application Comment <br /> Uniform(plf) Floor(1.00) 280.0 105.0 0 To 7' Adds To <br /> Uniform(plf) Roof(1.25) 140.0 173.0 0 To 9' Adds To <br /> Uniform(plf) Roof(1.25) 140.0 173.0 3'9"To 4'9" Adds To <br /> Uniform(plf) Floor(1.00) 480.0 180.0 4'9"To 7' Adds To <br /> Uniform(plf) Roof(1.25) 480.0 180.0 4'9"To 7' Adds To <br /> (1) Point(lbs) Floor(1.00) 0 4889 2" - <br /> Point(lbs) Roof(1.25) 0 705 9" <br /> Point(lbs) Roof(1.25) 0 705 3 9" - <br /> Point(Ibs) Floor(1.00) 0 4889 4'9" - <br /> -(1)Analysis assumes loads are passed through to support Sufficient strength fuN depth blocking,rim or squash blocks are required at support(s):1 The <br /> accessories shown,at the diagram above,have NOT been checked for capacity. Downward acting point loads are included in the reported SUPPORT(S) <br /> reactions. These are the reactions associated with the highest coefficient of duration and may not be the most CRITICAL case when designing the <br /> supporting member below. <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions(lbs) Detail Other <br /> Width Length live/Dead/Uplift/Total <br /> 1 Wood column 5.25" 5.25" 1559/8130/0!9689 Li:Blocking 1 Ply 1 3/4"20E Parallam®PSL <br /> 2 Wood column 5.25" 5.25" 3086/5120/0/8206 L1:Blocking 1 Ply 1 3/4"2.0E Parallarn®PSL <br /> -See TJ SPECIFIER'S!BUILDERS GUIDE for detail(s):L1:Blocking <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(lbs) -7651 -5586 9643 Passed(58%) Rt.end Span 1 under Floor loading <br /> Moment(Ft-Lbs) 11491 10692 19585 Passed(55%) MID Span 1 under Floor loading <br /> Live Load Deft(in) 0.034 0.213 Passed(1/9991) MID Span 1 under Roof loading <br /> Total Load Dell(in) 0.123 0.319 Passed(L/520) MID Span 1 under Roof loading <br /> -Deflection Criteria:STANDARD(LL:U360,TI- 240). <br /> -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o!o unless detailed otherwise. Proper attachment and positioning of lateral <br /> bracing is required to achieve member stabiliity. <br /> PROJECT INFORMATION: OPERATOR INFORMATION: <br /> TERRY MIKKELSON <br /> DFP PLANNING&DESIGN <br /> 9100 BALTIMORE ST <br /> BLAINE,MN 55449 <br /> Phone:763-780-8004 <br /> Fax :763-780-8015 <br /> DFPPLANNINGDESIGN@VISI.COM <br /> Copyright e 2002 by Trus Joist, a Weyerhaeuser Business <br /> Parallame is a registered trademark of Trus Joist. <br />