Report /Lt S 7-7,0/3 - �dc7
It�SS SwI' �
!'tl F T E ' MEMBER REPOR1 Levet, Floor:Joist
1 �. . PASSED
` 1 piece(s) 14" T]I® 230 @ 16" OC t
Overall Length:22'7"
CEI
o APR 2 2 2013
Iriir, Al
13E .n
ED
CITY
BUILDt G DIIlISI4 #
22'
4-
4-
1
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:Floor
Member Reaction(lbs) 776 @ 2 1/2" 1183(2.25") Passed(66%) 1.00 1.0 D+ 1.0 L(All Spans) Member Type:Joist
Shear(lbs) 763 @ 22'3 1/2" 1945 Passed(39%) 1.00 1.0 D+ 1.0 L(All Spans) I Building Use:Residential
Moment(Ft-lbs) 4258 @ 11'3 1/2" 4990 Passed(85%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC
Live Load Defl.(in) 0.524 @ 11'3 1/2" 0.554 Passed(1./508) -- 1.0 D+1.0 L(All Spans) I Design Methodology:ASD
Total Load Defl.(in) 0.681 @ 11'3 1/2" 1.108 Passed(L/391) -- 1.0 D+1.0 L(All Spans)
ill-Pro""Rating 38 35 Passed -- --
•Deflection criteria:LL(L/480)and TL(L/240). -_' •
• Bracing(Lu):All compression edges(top and bottom)must be braced at 3'11 1/4"o/c unless detailed otherwise.Proper attachment and positioning of lateral
bracing is required to achieve member stability.
•A structural analysis of the deck has not been performed.
• Deflection analysis is based on composite action with a single layer of 23/32"Weyerhaeuser Edge'"Panel(24"Span Rating)that is glued and nailed down.
•Additional considerations for the TJ-Pro""Rating include:5/8"Gypsum ceiling,bridging or blocking at max.8'o.c..
Bearing Length Loads to Supports(lbs)
{Supports Total Available Required Dead FILi" Total Accessories
I I-Stud wall-HF 3.50" 2.25" 1.75" 181 602 783 1 1/4"Rim Board
2-Stud wall-HF 3.50" 2.25" 1.75" 181 602 783 1 1/4"Rim Board �
•Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed.
Dead Floor Live
Loads Location Spacing (0.90) (1.00) Comments
1-Uniform(PSF) 0 to 22'7" 16" 12.0 40.0 Residential-Living Areas
Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE
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.Refer to current Weyerhaeuser literature for installation details.
(www.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
i forestry standards.
i
The product application,input design loads,dimensions and support information have been provided by Forte Software Operator
Forte Software Operator Job Notes 4116/2013 2:30:39 PM
ToEas on ...__ __.. _..... ......` Forte v4.C!.. Design Engine:VS 6.1.203
Cad Northwest i
•
•
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BeamChek v2012 licensed to: Cad Northwest Reg#5234-65453
G2224WA Garage Plan Stair Beam
B05
Date: 4/16/13
Selection I 1-3/4x 14 1.9E TJ Microllam LVL Lu=0.0 Ft
Conditions NDS 2012
Min Bearing Area R1= 1.3 int R2= 1.8 in2 (1.5) DL Defl= 0.36 in
Data Beam Span 18.0 ft Reaction 1 LL 503# Reaction 2 LL
Beam Wt per ft 7721 #
P 6.3# Reaction 1 TL 993# Reaction 2 TL 1314#
Bm Wt Included 113# Maximum V 1314#
Max Moment 6529'# Max V(Reduced) 1161 #
TL Max Defl L/240 TL Actual Defl L/368
LL Max Defl L/360 LL Actual Defl L/955
Attributes Section (in3) Shear(int) TL Defl (in) LL Defl
Actual 57.17 24.50 0.59 0.23
Critical 30.77 6.11 0.90 0.60
Status OK OK OK OK
Ratio 54% 25% 65% 38%
Fb(psi) Fv(psi) E (psi x mil) Fc_l_(psi)
Values Reference Values 2600 285 1.9 750
Adjusted Values 2546 285 1.9 750
Adjustments CF Size Factor 0.979
Cd Duration 1.00 1.00
Cr Repetitive 1.00
Ch Shear Stress N/A
Cm Wet Use 1.00 1.00 1.00 1.00
CI Stability 1.0000 Rb=0.00 Le=0.00 Ft
Loads Uniform LL:40 Uniform TL: 50 =A
Point TL Distance Par Unif LL Par Unif TL Start End I
B=600 8.75 60 H =75 8.75 18.0
H
Uniform Load A
Pt loads: I B I
R1 =993
R2= 1314
SPAN= 18 FT
Uniform and partial uniform loads are lbs per lineal ft.
BeamChek v2012 licensed to:Cad Northwest Reg#5234-65453
G2224WA Garage Plan Dormer Window Header
B04
Date:4/16/13
Selection ( 4x 6 DF-L#2
Conditions NDS 2012 Lu =0.0 Ft
Min Bearing Area R1= 1.4 in2 R2= 1.4 in2 (1.5) DL Defl= 0.01 in
Data Beam Span 4.0 ft Reaction 1 LL
660# Reaction 2 LL 660#
Beam Wt per ft 4.68 # Reaction 1 TL 889# Reaction 2 TL
Bm Wt Included 19# Maximum V 889# 889#
Max Moment 889'# Max V(Reduced) 686#
IL Max Defl L/240 TL Actual Defl L/>1000
LL Max Defl L/360 LL Actual Defl L/>1000
Attributes Section (in') Shear(in2) TL Deflin
( ) LL Defl
Actual
17.65 19.25 0.04 0.02
Critical 9.12 5.71 0.20
Status 0.13
OK OK OK
Ratio 52% OK
30% 19% 18%
Fb(psi) Fv(psi) E (psi x mil) Fel(psi)
Values Reference Values 900 180
1.6 625
Adjusted Values 1170 180 1.6
Adjustments CF Size Factor 1.300 625
Cd Duration 1.00 1.00
Cr Repetitive 1.00
Ch Shear Stress N/A
Cm Wet Use 1.00 1.00 1.00
Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft 1.00
Loads Uniform LL: 330 Uniform TL: 440 =A
1 Uniform Load A
1
R1 =889
R2 =889
SPAN=4 FT
Uniform and partial uniform loads are lbs per lineal ft.
BeamChek v2012 licensed to:Cad Northwest Reg#5234-65453
G2224WA Garage Plan Dormer Rafter
B02 Date: 4/16/13
Selection 12x 10 DF-L#2 @ 16 in oc Lu =0.0 Ft
Conditions NDS 2012, Repetitive Use
Min Bearing Area R1=0.8 in2 R2=0.4 in2 (1.5) DL Defl= 0.06 in
Data Beam Span 11.0 ft Reaction 1 LL 363# Reaction 2 LL 169#
Beam Wt per ft 0# Reaction 1 TL 484# Reaction 2 TL 225#
Bm Wt Included 0# Maximum V 484#
Max Moment 1459'# Max V(Reduced) 429#
TL Max Defl L/240 TL Actual Defl L/692
LL Max Defl L/360 LL Actual Defl L/>1000
Attributes Section (in3) Shear(in2) TL Defl (in) LL Defl
Actual 21.39 13.88 0.19 0.13
Critical 15.38 3.58 0.55 0.37
Status OK OK OK OK
Ratio 1. 72% 26% 35% 35%
Fb(psi) Fv(psi) E (psi x mil) Fc I(psi)
Values Reference Values 900 180 1.6 625
Adjusted Values 1139 180 1.6 625
Adjustments CF Size Factor 1.100
Cd Duration 1.00 1.00
Cr Repetitive 1.15
Ch Shear Stress N/A
Cm Wet Use 1.00 1.00 1.00 1.00
CI Stability 1.0000 Rb=0.00 Le=0.00 Ft
Loads
Point LL Point TL Distance Par Unif LL Par Unif TL Start End
292 B=391 4.5 53 H =71 0 4.5
I H I
Pt loads: I g I
R 4 z '
R2=225
SPAN= 11 FT
Uniform and partial uniform loads are lbs per lineal ft.
G2224WA Garage Plan
801
•
BeamChek v2012 licensed to: Cad Northwest Reg#5234-65453
Garage Door Header
Date:4/16/13
Selection 4x 12 DF-L#2
Conditions NDS 2012
Data
Lu=0.0 Ft
Min Bearing Area R1= 1.7 in
Beam Span
Beam Wt per ft
Bm Wt Included
R2= 1.7 in2 (1.5) DL Defl= 0.43 in
16.0 ft
9.57# Reaction 1 TL 1037# Reaction 2 TL 1037#
153# Maximum V 1037#
Max Moment 4146'# Max V(Reduced) 915#
TL Max Defl L/240 TL Actual Defl
Section (in') Shear(in2) TL Defl (in)
73.83
L/446
Attributes
Actual 39.38
Fb(psi)ce Values 900
Adjusted Values 990
Adjustments CF Size Factor 1.100
0.43
Critical 50.26 7.63 0.80
Status OK OK OK
Ratio 68% 19% 54%
Fv(psi) E (psi x mil) Fc (psi)
Values Referen180 1.6 625
180 1.6 625
Cd Duration 1.00 1.00
Cr Repetitive
Ch Shear Stress
1.00
N/A
Cm Wet Use 1.00
Un
1.00 1.00 1.00
Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft
Loads Uniform TL: 120 =ft. A
Uniform Load A
Z\
R1 = 1037 R37
SPAN = 16 FT
Uniform and partial uniform loads are lbs per lineal