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FROM : D.F.P. PLANNING & DESIGN, INC. PHONE NO. : 651 638 1412 May. 08 2001 02:31PM P18 <br /> i-P✓ MASTER WOW <br /> .1J.B m,w .5 45 Serial Number:7000(X15055 2 Pcs of 1.75" x 11.875" 2.0E Microllam® LVL <br /> OLAMUSA 1111 9111/00 3:55:11 PM <br /> Page 1 of 1 Build Cha'124 <br /> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> Member Slope:0 Roof Slope:0 <br /> �n <br /> —10'10"' <br /> All dimensions are horizontal. Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis for Beam Member Supporting ROOF Application. Tributary Load Width: 1' <br /> Loads(psf):40 Live at 125%duration, 15 Dead,and: <br /> TYPE CLASS LIVE DEAD LOCATION APPUCATION COMMENT <br /> Uniform(plf) Roof(1.25) 590 221 0 to 5'3" Adds to <br /> Uniform(plf) Roof(1,25) 790 296 5'3"to 10' 10" Adds to <br /> •Point(lbs.) Roof(1.25) 0 4208 5'3" Adds to <br /> $UPf'O TS: INPUT BEARING REACTIONS(tbs_) • <br /> . WIDTH LENGTH JUSTIFICATION LIVE/DEAD!TOTAL DETAIL OTHER <br /> 1 Column 5.25" 5.25" Left Face 3685/3615 1 7300 Detail R1 •SB Shear Blocking <br /> 2 Column 5.25' 5.25" Right Face 4257/3693/7950 Detail R1 SB Shear Blocking <br /> -See Trus Joist SPECIFIER'S I BUILDER'S GUIDES for detail(s):R1. <br /> DESIGN CONTROLS: <br /> MAXIMUM DESIGN CONTROL CONTROL LOCATION <br /> Shear(Ib) 7589 8305 9571 Passed(64%) Rt end Span 1 under Roof loading <br /> Moment(ft-Ib) 23993 23993 24927 Passed(96%) MID Span 1 under Roof loading <br /> Live Defl.(in) 0.211 0.340 Passed(U582) MID Span 1 under Roof loading <br /> Total Deft(in) 0.486 0.510 Passed(t1252) MID Span 1 under Roof loading <br /> -Deflection Criteria:STANDARD(LL:11360,TL:U240). <br /> -Bracing(Lu):All compression edges(top and bottom)must be braced at 1'8"oIc unless detailed otherwise. Proper attachment and <br /> positioning of lateral'bracing is required to achieve member stability. <br /> -Design assumes adequate continuous lateral support of the compression edge. <br /> ADDITIONAL NOTES: <br /> -IMPORTANT! The analysis presented is output from software developed by Trus Joist Trus Joist warrants the sizing of its products by <br /> this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The specific <br /> product application,Input design loads, and stated dimensions have been provided by the software user. This output has not been <br /> reviewed by a True Joist Associate. <br /> -Not all products are readily available, Check with your supplier or Trus Joist technical representative for product availability, <br /> -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. <br /> -Allowable Stress Design methodclegy woe used for Code UBC: inaiyzing the True Joist Residential product listed above. <br /> -Note:See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. <br /> PROJECT INFORMATION OPERATOR INFORMATION: <br /> No Project Information available DFP PLANNING&DESIGN <br /> 4797 HWY. 10 NE ARDEN HILLS,MN <br /> 651-636-6889 <br /> 651-638-1412 <br /> Copyright®2000 by Trus Jost,A Weyerhaeuser Business. TJ-eeamTM is a trademark of Trus Joist. <br /> Microllam©is a registered trademark of Trus Jost. <br /> • <br />