Laserfiche WebLink
202392 REC RM WDW <br /> `'`: lime Business 2 Pcs of 1 3!4" x 11 718" 2.0E Parattam® PSL <br /> TJ-Beam(M)6.05 Serial Number.7002001601 <br /> User:2 1223/0210:50:12 AM <br /> Pagel Engine Version:1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> El13' i <br /> Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis is for a Drop 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(pif) Floor(1.00) 400.0 150.0 0 T 13'2" Adds To <br /> (1) Point(lbs) Floor(1.00) 0 7820 3" - <br /> (1) Point(lbs) Floor(1.00) 0 13154 12'9" - <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(lbs) Detail Other <br /> Width Length LivelDeadlUpliftlTotal <br /> 1 Wood column 5.25" 5.25" 2865/897910/11843 Lt:Blocking Custom Blocking <br /> 2 Wood column 7.00" 7.00" 2929/14339/0/17267 L1:Blocking Custom Blocking <br /> -See TJ SPECIFIERS/BUILDERS GUIDE for detail(5):L1:Blocking <br /> DESIGN CONTROLS: <br /> Maximum Design Contr Control Location <br /> Shear(be) 3830 -3141 8035 Passed(39%) Rt.end Span t under Floor loading <br /> Moment(Ft-Lbs} 11870 11870 19902 Pa d_(60%) MID Span 1 under Floor loading <br /> Live Load Deft(in) 0263 0.413 Passed(U566) MID Spent under Floor.loading <br /> Total Load Deft(in) 0.369 0.620 Passed(L/403) MID Span 1 under Floor loading <br /> -Deflection Criteria:STANDARD(LL:1J360,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 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@VISLCOM <br /> Copyright ts'+ 2002 by Trus Joist, a Weyerhaeuser Busines.g <br /> Parallame is a registered trademark of Trus Joist. <br />