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C `�tit 4 SEAS FOUND <br /> T.Beam(M0 8.0.5 Serial VM�arr�vaiacer 2 Pcs of 1 3/4"x 11 7/8"2.0E Parana/TO PSL <br /> UPage l Engine Vension:1.5.12 ser 2 828103 238.37 PMTHIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS USTED <br /> L 41 <br /> . . - . ..: . -. . <br /> . . _ -.. . . ... ._ . .. <br /> TA] <br /> 1. 74 <br /> Product Dram is Conceptual. <br /> LOADS: <br /> Analysis is for a Header(Flush Beam)Member. Tributary Load Width:1' <br /> Primary Load Group-Residential-Living Areas(psf):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 14' Adds To <br /> (1) Point(lbs) Roof(1.25) 0 6101 3" - <br /> (1) Point(lbs) Roof(1.25) 0 4082 13'9" - <br /> -(1)Analysis assumes loads are passed through to support: Sufficient strength full 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(Ibs) Detail Other <br /> Width Length LiveIDeid/tiptitt/Totai <br /> 1 Wood column 5.25" 5.25" 2240/703210/9272 11:Blocking Custom Blocking <br /> 2 Wood column 5.25" 5.25" 2240/5013/0/7253 L5 None <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking,L5 <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(Ibs) 3029 -2524 8035 Passed(31%) Rt.end Span 1 under Floor loading <br /> Moment(Ft-Lbs) 10129 10129 19902 Passed(51%) MID Span 1 under Floor loading <br /> Live Load Deft(in) 0.256 0.334 Passed(L/628) MID Span 1 under Floor loading <br /> Total Load Deft(n) 0.362 0.669 Passed([1443) MID Span 1 under Floor loading <br /> -Deflection Criteria:STANDARD(LL:U480,TLU240). <br /> -Bracing(Lu):Ail compression edges(top and bottom)must be braced at 7 8"ofc unless detailed otherwise. Proper attachment and positioning of lateral <br /> bracing is required to achieve member stability. <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 ®2002 by Trus Joist, a Weyerhaeuser Business <br /> Parallame is a registered trademark of Trus Joist. <br />