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BSMT <br /> TJ-Beam"' v5.55 Serial Number:700103477 3 Pcs of 1.75" x 16" 2.0E Microllam® LVL <br /> BEAMUSA 1111 3/4/02 4:04:32 PM <br /> Page 1 of 2 Build Code:146 <br /> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> Overall Dimension=17'6" <br /> Ilk <br /> s--5'8" 11'10" <br /> Product Diagram Is Conceptual. <br /> LOADS: <br /> Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' <br /> Loads(psf):40 Live at 100%duration;15 Dead;0 Partition;and: <br /> TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT <br /> Tapered(ptf) Floor(1.00) 490 to 400 184 to 150 0 to 5'6" Adds to <br /> Uniform(ptf) Floor(1.00) 250 _94 5'6"to 9'9" Adds to <br /> Uniform(plf) Floor(1.00) 380 143 9'9"to 13'9" Adds to <br /> Uniform(plf) Floor(1.00) 640 240 13'9"to 17'6" Adds to <br /> Uniform(plf) Floor(1.00) 490 304 0 to 2' Adds to <br /> Uniform(plf) Floor(1.00) 400 270 4'9"to 6' Adds to <br /> Uniform(plf) Floor(1.00) 360 255 15'to 17'6" Adds to <br /> Uniform(plf) Roof(1.25) 640 240 15'9"to 17'6" Adds to <br /> Point(Ibs.) Floor(1.00) 0 1130 2' Adds to <br /> Point(Ibs.) Floor(1.00) 0 1130 4'9" Adds to <br /> Point(Ibs.) Floor(1.00) 0 3021 13'9" Adds to <br /> Point(Ibs.) Floor(1.00) 0 9848 15' Adds to <br /> Point(Ibs.) Floor(1.00) 0 2643 15'9" Adds to <br /> SUPPORTS: INPUT BEARING REACTIONS(lbs.) <br /> WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER <br /> 1 Beam 5.25" 4" 2243/-618/1625 1 16.0" Detail A3 1.25"LSL Rim <br /> 2 Column 5.25" 5.25" 5705/10361 /16066 1 16.0" Detail B3 <br /> 3 Column 5.25" 4.627" 4729/13490/18220 1 16.0" Detail A3 1.25"LSL Rim <br /> -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3, B3. <br /> -Bearing length requirement exceeds input at support(s)3.Supplemental hardware is required to satisfy bearing requirements. <br /> DESIGN CONTROLS: <br /> MAXIMUM DESIGN CONTROL CONTROL LOCATION <br /> Shear(lb) 17453 11328 15960 Passed(71%) Rt end Span 2 under Floor ALTERNATE span loading <br /> Moment(ft-Ib) 30608 30139 52146 Passed(58%) MID Span 2 under Floor ALTERNATE span loading <br /> Live Defl.(in) 0.042 0.384 Passed(U999+) MID Span 2 under Roof ALTERNATE span loading <br /> Total Defl.(in) 0.174 0.576 Passed(U796) MID Span 2 under Roof ALTERNATE span loading <br /> -Deflection Criteria:STANDARD(LL:U360,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 <br /> positioning of lateral bracing is required to achieve member stability. <br /> -The load conditions considered in this design include Alternate member loading. <br /> -Uplift exceeds 1000 lbs for unbalanced load. <br /> PROJECT INFORMATION OPERATOR INFORMATION: <br /> No Project Information available D.F.P. Planning&Design <br /> Terry Mikkelson <br /> 4797 highway 10 n.e. <br /> arden hills, mn 55112 <br /> 651-636-6889 <br /> 651-638-1412 <br /> Copyright®2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro"'and TJ-Beam"'are trademarks of Trus Joist <br /> Microllam®is a registered trademark of Trus Joist. <br />