Report (3) • FORTE MEMBER REPORT Level,Joist 0/S PASSED
2 piece(s) 2 x 10 Douglas Fir-Larch No. 2
Overall Length: 10'0.00"
RECEIVVP
•
. •. • •. •
2015
1GARD
D BUILDINGOIVISION
All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.
Design Results Actual 0 Location Aid pact --- LDF Load:Combination(Pattern) System:Poor
Member Reaction(Ibs) 2950 @ 4.00" 10313(5.50") Passed(29%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam
Shear(Ibs) 2941 @ 1'2.75" 3330 Passed(88%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential
Moment(Ft-Ibs) 3373 @ 1'5.75" 3529 Passed(96%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC
Live Load Defl.(in) 0.089 @ 4'5.21" 0.237 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD
Total Load Defl.(in) 0.121 @ 4'5.46" 0.475 Passed(L/939) -- 1.0 D+1.0 L(All Spans)
•Deflection alterla:U_(L/480)and TL(/240).
•Bracing(W):All compression edges(top and bottom)must be braced at 5'6.86"o/c unless detailed otherwise.Proper attachment and positioning of lateral
bracing Is required to achieve member stability.
•Applicable calculations are based on NOS 2005 methodology.
Searing Length Loads to Supports(es)
Supports Total Available Required Dead Lowe Totai Accessories
1-Stud wall-OF 5.50" 5.50" 1.5r 734 2216 2950 Blocking
2-Column-DF 3.50" 3.50" 1.50" 130 304 434 None
•Blocking Panels are assumed to catty no loads applied directly above them and the rut load Is applied to the member being designed.
Tributary Dead Furor Live
Loads Location Width (0.90) (1.06) Comment
1-Point(lb) 1'5.75" N/A 794 2520 /�
Weyerhaeuser Notes 0 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 disdains any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details.
(www.woodbywy.com)Accessories(Rim Board,Blodung Panels and Squash Blocks)are not designed by this 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.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable
forestry standards.
The product application,input design loads,dimensions and support information have been provided by Forte Software Operator
Forte Software Operator Job Notes 3/11/2015 11:00:40 AM
Ryan Zink Forte v4.5,Design Engine:V6.1.1.5
Zink Design Services,LLC Job.4te
(503)701-8213
zink01@yahoo.com
Page 1 of 1
.—I F O R T E MEMBER REPORT Level,Joist PASSED
2 piece(s) 2 x 10 Douglas Fir-Larch No. 2
Overall Length:10'0-00'
0
0.00"
All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.
Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Floor
Member Reaction(lbs) 2950 0 4.00" 10313(5.50") Passed(29%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam
Shear(lbs) 2941 0 1'2.75" 3330 Passed(88%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential
Moment(Ft-lbs) 3373 @ 1'5.75" 3529 Passed(96%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC
Live Load Deft.(in) 0.089 @ 4'5.21" 0.237 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD
Total Load Deft.(in) 0.121 0 4'5.46" 0.475 Passed(L/939) — 1.0 D+1.0 L(AU Spans)
•Deflection criteria:LL(1J480)and Ti.(1/240).
•Bracing(Lu):MI compression edges(top and bct tan)must be braced at S WS'o/c unless detailed otherwise.Proper attachment and positioning of lateral
bracing Is required to achieve member stability.
•Applicable calculations are based on NDS 2005 methodology.
Bearing Length Loads to Supports(lbs)
Supports Total Available Required Dead Floor Total Accessories
Uve
1-Stud wall-DF 5.50" 5.50" 1.57" 734 2216 2950 Blodong
2-Column-DF 3.50" 3.50" 1.50" 130 304 434 None
•Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Tributary Dead Floor Live
Loads Location Width (0.90) (1.00) Comments
1-Point(Ib) 1'5.75" N/A 794 2520
Weyerhaeuser Notes 0 SUSTAINABLE FORESTRY INITIATIVE
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.Refer to current Weyerhaeuser literature for installation details.
(www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash wn•f5)are not designed by this 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,bulkier or framer is responsible to
assure that this calculation Is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable
forestry standards.
The product application,Input design loads,dimensions and support information have been provided by Fate Software Operator
Forte Software Operator Job Notes 3/1 1/201 5 11:00:40 AM
Ryan Zink Forte v4.5,Design Engine:V6.1.1.5
Zink Design Services.LLC Job.4te
(503)701-8213
zink01@yehoo.com
Page 1 of 1
-I F O R T E MEMBER REPORT Level,Joist PASSED
2 piece(s) 2 x 10 Douglas Fir-Larch No. 2
Overall Length: 10'0.00"
+ 1 +
10'0.00'
0
All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.
Design Rim Actual O Location Allowed Result LDF Load:Combination(Pattern) System:Floor
Member Reaction(Its) 2950 @ 4.00" 10313(5.50") Passed(29%) -- 1.0 D+1.0 L(All Spans) Member Type:Rush Beam
Shear(Ibs) 2941 @ 1'2.75" 3330 Passed(88%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential
Moment(Ft-lbs) 3373 @ 1'5.75" 3529 Passed(96%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBc
Live Load Deft.(in) 0.089 @ 4'5.21" 0.237 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASO
Total Load Defi.(in) 0.121 @ 4'5.46" 0.475 Passed(L/939) -- 1.0 D+1.0 L(All Spans)
•Deflection criteria:LL(1480)and IL(1240). ------
•Bracing(Lu):Al compression edges(top and bottom)must be braced at 5'6.86"o/c unless detailed otherwise.Proper attachment and positioning of lateral
bracing is required to achieve member stability.
•Applicable calculations are based on NOS 2005 methodology.
bearing Length Lords to Supports Ohs)
•
•
Supports Total Available Required Deed L Floor Total Aoceewries
1-Stud wall-OF 5.50" 5.50" 1.57' 734 2216 2950 Blocking •
2-Column-DF 3.50" 3.50" 1.50" 130 304 434 None
•Blocking Panels are assumed to carry no loads applied directly above them and the fuL load Is applied to the member being designed. ---
Tributary Dead Floor Live
Loads Location Width (0.90) (1.00) Comments
1-Point(lb) 1'5.75" N/A 794 2520
Weyerhaeuser Notes 0 SUSTAINABLE FORESTRY INITIATIVE
Weyerhaeuser warrants that the sizing of its products well be in accordance with Weyerhaeuser product design criteria and published design values. l
Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details.
(vwrw.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable
forestry standards.
The product appicatim,input design loads,dimension and support information have been provided by Forte Software Operator
Forte Software Operator Job Notes 3/11/2 0 1 5 11:00:40 AM
Rya zinc Forte v4.5,Design Engine:V6.1.1.5
Zink Design Services.LLC Job.4te
(503)701-8213
zinkOl @yahoo.com
Page 1 of 1