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MEMBER REPORT Level,Roof:Drop Beam PASSED
3 piece(s)1 3/4"x 14"2.0E Microllam®LVL
q ,C
Overall Length: 16' 9"
16'
El .
All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.
Design Results ,,;,' Actual"@ Location Allowed: Result .LDF Load:Combination(Pattern) System:Roof
Member Reaction(Ibs) 8481 @ 16'6" 17128(4.50") Passed(50%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop Beam
Shear(Ibs) 6920 @ 1'6 1/2" 16060 Passed(43%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential
Moment(Ft-Ibs) 33427 @ 8'4 1/2" 41846 Passed(80%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015
Live Load Defl.(in) 0.550 @ 8'4 1/2" 0.542 Passed(L/355) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD
Total Load Defl.(in) 0.714 @ 8'4 1/2" 0.813 Passed(L/273) -- 1.0 D+1.0 S(All Spans) Member Pitch:0/12
• Deflection criteria:LL(L/360)and TL(L/240).
•Top Edge Bracing(Lu):Top compression edge must be braced at 7'10"o/c unless detailed otherwise.
• Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 16'9"o/c unless detailed otherwise.
Bearing Length ': Loads to Supports(Ibs)
Supports.. Total "' 'Available. Required•: Dead ;,Snow..; •Total:;; •Accessories
1-Column-SYP 4.50" 4.50" 2.15" 1949 6533 8482 Blocking
2-Column-SPF 4.50" 4.50" 2.23" 1949 6533 8482 Blocking
•Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied In the member being designed.
Tributary;' Dead . Snow
Loads :'Locationl(Side) '.Width.%` (0.90) (1.15) ',Comments •
0-Self Weight(PLF) 0 to 16'9" N/A 21.5
1-Uniform(PSF) 0 to 16'9"(Front) 13' 16.2 60.0 Roof
Weyerhaeuser-Notes {tg)SUSTAINABLE FORESTRY INITIATIVE
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. �l
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 technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,
Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application,input design loads,dimensions and support information have been provided by Forte Software Operator
•
•
•
Forte Software Operator Job Notes 5/22/2019 10:20:15 AM
Kevin Na: ns • Forte v5.4,Design Engine:V7.1.1.3
Curs Lumbar
•
(518)885.5311
havensu cuii slumber;Orr•: •
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