HomeMy WebLinkAboutEngineering on 2 headers 1 1"U H L MIA MEMBER REPORT PASSED
Level, Roof: Drop Beam
3 piece(s)2 x 10 DF Pfo.2 I
Overall Length;6'B"
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All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.
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Dest n=ResYlts; P Actupl�Lncation ... .... Allowed Result LDF., Load;Cambiltdkioq(Pattern)
System:Roof 1
Member Reaction(lbs) 3647 @ 3" 12656(4.50") Passed(29%) -- 1.0 D+1.0 S(Ail Spans} Member Type:Drop Beam
Building Use:Residential
Shear(lbs) 2814 @ V 1 3/4" 5744 Passed(49%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015
Moment(Ft-lbs) 4632 @ 2'8" 6088 Passed(76%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:ASD
Live load Defl.(in) 0.043 @ 3'2 9/16" 1 0.308 1 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Member Pitch:0/12
Total load Defl.(in) 0.063 @ 3'2 5/8" 0,411 I Passed(L/999+) -- 1.0 D+1.0 S(Ali Spans) I9
• Deflection criteria:LL(L/240)and TL(L/180).
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•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing length Loddsto Supports(Ibg)
SUpports Total Available Required' '.bead Snow ;Total Accessories
1-Trimmer-DF 4.50" 4,50" 1,50" 1119 2528 3647 None l
2-Trimmer-DF 4.50" 4,50" 1.50" 874 1957 2831 None
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Bracing Intervals
lateral f3racin comments
9."
Top Edge(Lu) 6'8"o/c
Bottom Edge(Lu) 6'8"o/c
-Maximum allowable Ixadng intervals based on applied load, i.
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Deadf Snow
Vertical Loads Locationy(Side) Tributary Width (0 90} Comment; j
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0-Self Weight(PLF) 0 to 6'8" N/A 10.6 ?
1-Point(lb) 10"(Top) N/A 607 1416 Default Load
2-Point(lb) 2'3"(Top) N/A 313 1 730
3-Paint(lb) 2'8'(Top) N/A 329 767
4-Point(b) 4'3"(Top) N/A 349 814
5-Point(b) 6'4"(Tap) N/A 325 758
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W erhaeaser..Notes:
Weyerhaeuser warrants that the sizing of Its products will 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-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.comtwoDdprodLicts/document-library.
The product application,input design loads,dimensions and support Information have been provided by ForteWEB Software Operator
ForteWEB Software Operator lob Notes
2/24/2022 6;08;22 PM UTC
Chad Beebe
Franklin Building Supply ForteWEB v3.2, Engine: V8,2,0.17, Data:V8.1.0.16
(208)731-0451 V
chadb@frankllnbulldngsupply.com Vleyerhaeuser File Name: Meg Const i
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SOLUTIONS Rt;PORT PASSE®
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Level,Roof: Drop Seam
Current Solution: 2 piece(s) 13/4"x 9 1/4" 2.0E MicrollamO LVL s
Overall Length:6'4"
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All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. I
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` System:Roof
DeS1gn;:ItesE11t3 .='r Aetunt` °Loiat3orl.,_:, ";; Nlovred, Result LDF Load,:Corghl"Mion(Pa q).,.._:".; ;
Member Reaction(Ibs) 2921 @ 6'4" 3938(1.50") Passed(74%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop Beam
Building Use;Residential
Shear(Ibs) 2913 @ 5'51/4" 7074 Passed(41%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015
Moment(Ft-Ibs) 6411 @ 2'8" 12884 Passed(50%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:ASD
Live Load Deft.(in) 0.078 @ 3'13/4" 0.317 Passed(L/970) - 1.0 D+1.0 S(All Spans) Member Pitch:0112
Total Load Defl.(in) 0.113 @ 3'13/4" 0.422 Passed(L/674) -• 1.0 D+1.0 S(All Spans)77771
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All Product Solutions
Depth series Pfigs C.pst Ind ez II
9 1/2" 1 1/4"1.3E TimberStrand0 LSL 3 46.31 *
7 1/4" 1 1/2"1.5E Timber5trandOO LSL 3 48.94* I
9 1/2" 1 1/2"1.5E TimberStrand0 LSL 2 42.75 *
5 la' 13/4"1.55E Tlmber5trandOO LSL 3 44.76*
7 1/4" 13/4"1.55E TimberStrand®LSL 2 39.33*
9 1/4" 13/4"2.0E Microllam0 LVL 1 x f
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13/4"2.0E Microllame LVL 2 64.75
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The purpose of this report is for product comparison only.Load and support information necessary for professional design review Is not displayed here.Please print an individual Merrier Report for submittal [i
purposes.
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ForteWEB Software Operator Job Notes 2/24/2-022 6:13:11 PM UTC
Chad Beebe I;
Franklin Building Supply ForteWEB 0.2, Engine:V8.2.0.17,Data:V8.1.0.16
(208)731-0451
chadb@franklinbuildingsupply.com Weyerhaeuser File Name: Meg Const
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