Laserfiche WebLink
Sl F 0 R T E MEMBER REPORT MAIN Level, BOTTOM BEAM PASSED <br /> 3 piece(s) 13/4" x 18" 2.0E Microllam@ LVL <br /> Overall Length: 18 4 0 <br /> 0 0 <br /> 1790 <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual <br /> Desi Restdts Acura)0 L-cats. ABmwed Result LDF Load:combination(Pattern) System:Floor <br /> Member Reaction(lbs) 8090 @ 18 0 8 8090(2.05") Passed(100°/x) — 1.0 D+1.0 L(All Spans) Member Type:Rush Beam <br /> Shear(lbs) 7740 @ 19 8 17955 Passed(43%x) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential <br /> Moment(Ft-lbs) 38220 @ 8 7 2 58130 Passed(66%x) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC <br /> Live Load Defl.(in) 0.310 @ 9 013 0.447 Passed(L/692) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD <br /> Total Load Defl.(in) 0.481 @ 8 1113 0.894 Passed(L/446) -- 1.0 D+1.0 L(All Spans) <br /> •Deflection criteria:LL(L/480)and TL(1./240). <br /> •Bracing(Lu):All compression edges(tap and bottom)must be braced at 10 10 5 o/c unless detailed otherwise.Proper attachment and positioning of lateral <br /> bracing is required to achieve member stability. <br /> Bearing Loads to supports(lbs) <br /> supper Total Available Requited Dead Flo a Snow Total Accessories <br /> I-Column-SPF 3.50" 3.50" 2.44" 3516 5758 679 9953 Blocking <br /> 2-Hanger on 18"LVL beam 3.50" Hanger' 2.05" 2707 5625 201 8533 See note' <br /> •Blocking Panels are assumed to carry no loads applied directly above them and the full triad is applied to the member being designed. <br /> •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger <br /> • 'See Connector grid below for additional Information and/or requirements. <br /> Connector.Simpsort Strom -Tie Connectors <br /> support NO" seat Lengtlr Top nails Face Nags Me *ar Nails Aconeories <br /> 2-Face Mount Hanger HGUS5.50/14 4.00" N/A 66-164 common 22-16d double shear <br /> Tributary Deed Floor Live snow <br /> Loads Location Width (ago) (1.00) (1.15]1 Comments <br /> 1-Uniform(PSF) 0 0 0 to 18 4 0 1500 12.D 40,0 Residential-Living <br /> Areas <br /> 2-Uniform(PLF) 0 0 0 to 18 4 0 N/A 50.0 - - WALLS <br /> Linked from:LEFT <br /> 3-Point(Ib) 430 N/A 1535 383 880 FLUSH BEAM,Support <br /> We) <br /> ..r, <br /> a••■ 1 <br /> aeVse�NQS (Z�SUSTAINABLE FORESTRY INITIATIVE <br /> Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. l <br /> Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. <br /> (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blacks)are not designed by this software.Use of this software is not intended to <br /> circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to <br /> assure that this calculation is compatible with the overall projecL Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable <br /> forestry standards. <br /> The product application,Input design loads,dimensions and support Information have been provided by JEFF H <br /> Forte Software Operator Job Notes 8/6/2014 3:48:03 PM <br /> -- ue — ----- <br /> Kyle Militzer 080614.3 Forte v4.5, Design Engine:V6.1.1.5 <br /> Shaw'Stewart Lumber Co. OSLO BUILDERS 080614.3_OsIO_Part.4fe <br /> i612i 238-4204 PARTEN REMODEL <br /> kmilitzer@ashawstewartlumberco.com Page 5 of 6 <br />