Laserfiche WebLink
• irvnievvco <br />MEMBER REPORT <br />PASSED <br />MAIN, MB#8 <br />1 piece(s) 1 3/4" x 11 7/8" 2.0E Microilam® LVL <br />Overall Length: 6' 4 <br />All locations are measured from the outside face of left support (or left cand ever end). All dimensions are horizontal. <br />Resign ResultS <br />Actual 0 Location <br />Allotued <br />Rai it <br />LDF <br />I Load: Combination (Pattern) <br />Member Reaction (Ibs) <br />1163 @ 6' 1/2" <br />1969 (1.50") <br />Passed (59%) <br />-- <br />1.0 D + 1.0 L (All Spans) <br />Shear (Ibs) <br />771 @ 5' 5/8" <br />3948 <br />Passed (20%) <br />1.00d <br />1.0 D + 1.0 L (Ail Spans) <br />Moment (Ft-Ibs) <br />1709 @ 3' 1 1/4" <br />8924 <br />Passed (19%) <br />1.00 <br />1.0 D + 1.0 L (All Spans) <br />Live Load Defl. (in) <br />0.024 @ 3' 1 1/4" <br />0.147 <br />Passed (L,999+) <br />1.0 D + 1.0 L (All Spans) <br />Total Load Defl. (in) <br />0.031 @ 3' 1 1/4" 1 <br />0.294 <br />Passed (L/999+) <br />1.0 D + 1.0 L (All Spans) <br />• Allowed moment does not reflect the adjustment For the beam stability factor. <br />Supports <br />—� .ring Length <br />Loads to Supports (Ibs) <br />Acce—d- <br />Total <br />Available <br />Required <br />Dead <br />Floor lave <br />Factored <br />I - Stud wall - HF <br />3.50" - <br />3.50" <br />1.73" <br />298 <br />931 <br />1229 <br />Blocking <br />2 - Han r on ii 7 8" WL beam <br />9e / <br />3.50" <br />Hanger 1 <br />I.5W' <br />308 <br />%9 <br />1277 <br />See note <br />.., r , ­> V"V" 111• er aur,.e nm,,, — rile ­r rwu 15 dpoleu mine memoer being oesignen- <br />• At hanger supports, the Total Bearing dimension is equal to the width of the material that Is supporting the hanger <br />• r See Connector grid below for additional information and/or requirements. <br />Lateral Bracing <br />Bracing Intervals <br />conar ` <br />Top Edge (Lu) <br />6 1" o/c <br />Bottom Edge (Lu) <br />6' 1" o/c <br />-, .ownim�n O"UWOUic lliUUiM1J II ILCIY6p IMyCU Vn oppim Iwu. <br />System : Floor <br />Member Type: Flush Beam <br />Buliding Use : Residential <br />Building Code: IBC 2018 <br />Design Methodology : ASD <br />Connector: Simpson Strong-Tie�� <br />Support <br />Model <br />Seat Length Top Fasteners Face Fasteners <br />Member Fasteners <br />JAccemirles <br />2 - Face Mount Hanger <br />IUS3.81/11,88 <br />2.Q0" N,/A 10-lOd <br />2-10dx1..5 <br />Vertical Loads <br />Location (Side) <br />Tributary Width <br />Dead <br />(0.90) <br />Floor Live <br />(1.00) <br />Comments <br />0 - Self Weight (PSF) <br />0 to 6' 1/2" <br />N/A <br />61 <br />-- <br />I - Uniform (PSF) <br />0 to 6' 4" (Front) <br />3' <br />12.0 <br />40.0 <br />Floor <br />2 - Uniform (PSF) <br />0 to 6' 4" (Front) <br />4' 6" <br />12.0 <br />40.0 <br />STAIR <br />Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disdaims any other warranties <br />related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is <br />responsible to assure that this calculation is compatible with the overall project, Accessories (Rim Board, 81cx king Panels and Squash Blocks) are not designed by this software. Products manufactured at <br />Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 '.. <br />and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to <br />www.weyerhaetiser.corn/wDodprrxfucts/,Icctiment-library, <br />The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator <br />i ForteWEB Software Operator Sob Notes 10/8/2023 9:45:37 PM UTC <br />Chris Lalonde <br />Structural Design Associates ForteWEB 0.6, Engine: V8.3.1.5, Data: V8.1.4.1 <br />(425) 339 0293 <br />clalonde@sdaeverett.com Wcyeri acuscr Rile Name: 9902 <br />____ -rn 1 11 <br />