Report `—'44 f 7
I FORTE`iIF.3 MEMBER REPORT PASSED
Roof,R)1
C1S,---)S 5 y Ct7 1 piece(s)2 x 12 Douglas Fir-Larch No.2 @ 24"OC B
Sloped Length:12'S 11/16"
+ 0
0
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Id
11
7 1• f 10 10" b
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All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Member Length:12'9 7/16"
Design Results
Actual 0 Location Allowed Result LOP Load:Combination(Pattern) System:Root
Member Type;Joist
Member Reaction(Ibs) 526 @ 1'1 3/4" 3459(3.50") Passed(iS°!o) 1.0 D+ 1.0 S(Al Spans) Building Use:Residential
Shear(Ibs) 348 @ 2'2 3/16" 2329 Passed(15%) 1.15 1.0 D+1.05(All Spans) Building Code:IBC 2015
Moment(Ft-Ibs) 1102 @ 6'5 1/8" 3138 Passed(35%) 1.15 1.0 D+1.0 S(Alt Spans) Design Methodology:ASD
Live Load Deft.(in) 0.052 @ 6'4 3/4" 0.552 Passed(L/999+) -- _ 1.0 0+1.0 S(Alt Spans) Member Pitch:4/12
Total Load Dell.(in) 0.085 @ 6'4 13/16" 0.736 Passed(1/999+) -- 1.0 D+1.0 S(Alt Spans)
•Deflection criteria:LL(L/240)and TL(1./180).
•Overhang deflection criteria:IL(21/240)and TL(21/180).
•Top Edge Bracing(Lu):Top compression edge must be braced at 12'6"o/c based on loads applied,unless detailed otherwise.
•Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 12'6"o/c based on loads applied,unless detailed otherwise.
•A 15%increase in the moment capacity has been added to account for repetitive member usage.
•Applicable calculations are based on NOS,
Bearing Length Loads to Supports(Ibs)
Supports Total Available Required Dead Snow Total Accessories
1•Beveled Plate-OF 3.50" .211
3.50" _ 1.50' 204 322 526 Blocking ®,�
2-Beveled Plats-OF 3.50pled 3.ov' L5th 170the r e Blocking w/e�S //�„Aim,
•Blocking Panels are assumed to carry no loads applied directly above them and the full load Is applied to the member being designed. ✓
Dead Snow 261- •
Spacing (0.90) (1.15) Comments p��� ^/f
Vertical Load Location(Side) Fesl /rc /
1-uniform(PSF) 0 to 11'10' 24" 15.0 25.0 Default Load
Weyerhaeuser Notes
Weyerhaeuser warrants that the siring of its products wit be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties
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
responsible to assure that this calculation Is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-I153 and ESR-1387
and/or tested in accordance with applicable ASTht standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to
wrv•.vr.weyerhaeuser.wm/wcodproductsldocument-ldrary. �� 'L-•� /`l/"•••G if//d�S
The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator aI
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