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4n., <br /> �j A 202198 BSMT MECHISTOR <br /> T ,eo2S*dml o�, 3 PCs of 13/4" x 91/2" 2.0E Parallam® PSL <br /> User. W 2 BH2 &38:37 AM <br /> page 6gieeVersion:1.21 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> -CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> tl7reraM Dimensiorc IF•' <br /> r--s r- <br /> i'A <br /> Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis is for a Drop Beam Member. Tributary Load Width:l' <br /> Primary Load Group-Residential-Living Areas(pal):40.0 Live at 100%duration,15.0 Dead <br /> Vertical Laads: - <br /> Type Class Live Dead Location Applicatlon Comrnent <br /> Unfform(pIQ Fkror(1.00) 140.0 53.0 0 To 17 8" Adds To <br /> Unitorm(pif) Floor(1.00) 220.0 233.0 0 To 7 9" Adds To <br /> UW"m(plf) Floor(1.00) 320.0 270.0 6 9"To 6'9" Adds To <br /> Unfform(plf) Floor(1.00) 560.0 360.0 T 3"To 17 8" Adds To <br /> Uniform(plf) Roof(1.25) 580.0 338.0 T 3"To 17 8" Adds To <br /> Point(lbs) Floor(1.00) 0 655 7 9" - <br /> Pointobs) Floor(1.00) 0 655 6 9" - <br /> Point(lbs) Floor(1.00) 0 8235 V 9" - <br /> Point(lbs) Roof(125) 0 8166 T 3" - <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions pbs) Detail Other <br /> Width Length Llve/Dead/upli lTotel <br /> 1 Wood column 5.25" 5.25" 1008/74/-426/1082 L5 None <br /> 2 Wood column 5.25" 6.48" 5277/20284/0/25510 L5 None <br /> 3 Pocket in masonry well 3.50" 3.50" 3734/3104/0/6838 L4 None <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5,L4 <br /> -Bearing length requirement exceeds input at support(s)2.Supplemental hardware is required to satisfy bearing requirements. <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear Obs) 21528 -4561 12053 Passed(38%) Rt.end Span 2 under Roof ALTERNATE span loading <br /> Moment(Ft-Lbs) -10725 -9436 19585 Passed(48%) MID Span 2 under Floor loading <br /> Live Load Defl(in) 0.049 0.206 Passed(L1999+) MID Span 2 under Roof ALTERNATE span loading <br /> Trial Load Defl(in) 0.113 0.308 Passed(U553) MID Span 2 under Roof ALTERNATE span loading <br /> -Deflection Criteria:STANDARD(LL:L/360,TL:L/240). <br /> -Bracing(Lu):All compression edges(top and bottom)must be braced at 7 8"o/c unless detailed owe. Proper attachment and positioning of lateral <br /> tracing is required to achieve member stability. <br /> -The load conditions considered in this design analysis include alternate member pattern loading. <br /> PROJECT INFORMATION: OPERATOR INFORMATION: <br /> TERRY MIKKELSON <br /> DFP PLANNING&DESIGN <br /> 4797 HWY 10 <br /> ARDEN HILLS,MN 55112 <br /> Phone:651-6366889 <br /> Fax :6514638.1412 <br /> PLANNINGDESIGN@EMAIL.MSN.COM <br /> Copyright O 2001 by Tru3 Joist, a Weyerhaeuser Business <br /> Parallam®is a registered trademark of Trus Joist. <br />