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TECHNICAL
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TJ-Bea~6 20 Serial Number 7005106903
User: 2 11/28/2006 12 44 30 PM
Page 1 Engine Version 6 20 16
porch beam
5 114" X 14" 2.0E Parallam@ PSL
MEMBER IS INSUFF'CIENT DUll TO lOAD
_ _ -~ M~<T.!
&.~ ,
C60'i ~L.
20. 6..
L
~~
I
~
Product Diagram is Conceptual.
J
Iil~
I
d
...
... ....
LOADS:
Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 2'
Primary Load Group - Residential- Living Areas (pst): 40.0 Live at 100 % duration, 12.0 Dead
Vertical Loads:
Type Class Live Dead Location Application Comment
Point(lbs) Floor(1.00) 1125 282 6'
Point(lbs) Roof( 1.25) 1411 937 9'
Point(lbs) Roof(1.25) 1411 937 11' 6"
SUPPORTS:
Input Bearing Vertical Reactions (Ibs) Detail Other
Width Length LlveJDeadlUpliftlTotal
1 Stud wall 3.50" 2.08" 3031/1619/0/4650 L1 1 Ply 1 1/4" x 14" 1.3E TimberStrand@ LSL
2 Stud wall 3.50" 1.82" 2556/1500/0/4057 L1 1 Ply 11/4" x 14"1.3E TimberStrand@LSL
DESIGN CONTROLS:
Maximum Design Control
Shear (Ibs) 4628 4464 17763
Moment (Ft-Lbs) 31709 31709 50928
Live Load Defl (in) 0.601 0.504
Total Load Defl (in) 0.944 1.008
-Deflection Criteria: STANDARD(LL:U480,TL:U24O).
-Bracing(Lu): All compression edges (top and bottom) must be braced at 20' 6" o/c unless detailed otherwise. Proper attachment and positioning of
lateral bracing is required to achieve member stability.
Control
Passed (25%)
Passed (62%)
Failed (U402)
Passed (U256)
Location
Lt. end Span 1 under Roof loading
MID Span 1 under Roof loading
MID Span 1 under Roof loading
MID Span 1 under Roof loading
ADDITIONAL NOTES:
-IMPORTANT! The analysis presented is output from software developed by Trus Joist (T J). T J warrants the sizing of its products by this software will
be accomplished in accordance with T J product design criteria and code accepted design values. The specific product application, input design loads,
and stated dimensions have been provided by the software user. This output has not been reviewed by a T J Associate.
-Not all products are readily available. Check with your supplier or T J technical representative for product availability.
-THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
-Allowable Stress Design methodology was used for BUilding Code UBC analyzing the T J Custom product listed above.
PROJECT INFORMATION:
delabarre construction
OPERATOR INFORMATION:
Phone: 360-417-0501
Copyr~qht @ 2005 by Trus JO~5t, a Weyerhaeuser Bus~ness
parallam@ ~s a reglstered trademark of Trus JOlst.
1.1~~....
T J-Bea~ 6 20 Senal Number' 7005106903
User: 2 11/28/2006 1244 31 PM
Page 2 Engine Version 6 20 16
Load Group: Primary Load Group
porch beam
5 114" X 14" 2.0E Parallam@ PSL
MEMBER IS INSUFFICIENT DUE TO LOAD
20' 2.00"
Max. Vertical Reaction Total (lbs) 4650
Max. Vertical Reaction Live (lbs) 3031
Required Bearing Length in 2.08(W)
Max. Unbraced Length (in) 246
Load1ng on all spans, ~DF
Shear at Support (lbs)
Max Shear at Support (lbs)
Shear With1n Span (lbs)
Member Reaction (lbs)
Support Reaction (lbs)
Moment (Ft-Lbs)
Loading on all spans, LDF =
Shear at Support (lbs)
Max Shear at Support (lbs)
Shear Within Span (lbs)
Member Reaction (lbs)
Support Reaction (lbs)
Moment (Ft-Lbs)
Live Deflect10n (in)
Total Deflect10n (in)
Loading on all spans, LDF =
Shear at Support (lbs)
Max Shear at Support (lbs)
Shear Within Span (lbs)
Member React10n (lbs)
Support Reaction (lbs)
Moment (Ft-Lbs)
Live Deflect10n (in)
Total Deflection (1n)
PROJECT INFORMATION:
delabarre construction
4057
2556
1. 82 (W)
0.90 1. 0 Dead
1550 -1432
1611 -1492
1337
1611
1619
1492
1500
11553
1.00 , 1.0 Dead + 1.0 Floor
3053 -2460
3217 -2624
2477
3217
3239
2624
2646
19246
0.243
0.586
1.25 , 1.0 Dead + 1.0 Floor
4464 -3871
4628 -4035
3888
+ 1. 0 Roof
4628
4650
4035
4057
31709
0.601
0.944
OPERATOR INFORMATION:
Phone: 360-417-0501
Copyr~ght @ 2005 by Trus JOlst, a Weyerhaeuser Buslness
Parallam@ 15 a reglstered trademark of Trus JOlst.
l1~~__
TJ-Bean$6 20 Senal Number 7005106903
User' 2 11/28/200612.45'07 PM
Page 1 Engine Version. 6 20 16
porch beam
5 118" X 15" Classic Glulam TM (24F - V4 OF) ,_
MEMBER IS INSUFFICIENT DUE TO LOAD () F-, M-i~""'S
IJER.
L
~~
I
C'~I:)1.
J
~~
I
~
.a.
.a. ...
20'6"
~
Product Diagram is Conceptual.
LOADS:
Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 2'
Primary Load Group - Residential- Living Areas (pst): 40.0 Live at 100 % duration, 12.0 Dead
Vertical Loads:
Type Class Live Dead location Application Comment
Point(lbs) Floor(1.00) 1125 282 6'
Point(lbs) Roof(1.25) 1411 937 9'
Point(lbs) Roof(1.25) 1411 937 11' 6"
SUPPORTS:
Input Bearing Vertical Reactions (Ibs) Detail Other
Width length llvelDeadlUpl1ftlT otal
1 Stud wall 3.50" 2.11" 3031/1575/0/4606 By Others None
2 Stud wall 3.50" 1.84" 2556/1456/0/4013 By Others None
DESIGN CONTROLS:
Maximum Design Control Control location
Shear (Ibs) 4585 4416 15375 Passed (29%) Lt. end Span 1 under Roof loading
Moment(Ft-Lbs) 31494 31494 47177 Passed (67%) MID Span 1 under Roof loading
Live Load Defl (in) 0.528 0.504 Failed (U459) MID Span 1 under Roof loading
Total Load Defl (in) 0.822 1.008 Passed (U294) MID Span 1 under Roof loading
-Deflection Criteria: ST ANDARD(LL:U480, TL:U24O).
-Bracing(Lu): All compression edges (top and bottom) must be braced at 20' 6" o/c unless detailed otherwise. Proper attachment and positioning of
lateral bracing is required to achieve member stability.
ADDITIONAL NOTES:
-IMPORTANT! The analysis presented is output from software developed by Trus Joist (T J). T J warrants the sizing of its products by this software will
be accomplished in accordance with T J product design criteria and code accepted design values. The specific product application, input design loads,
and stated dimensions have been provided by the software user. This output has not been reviewed by a T J Associate.
-Not all products are readily available. Check with your supplier or T J technical representative for product availability.
-THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONL YI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
-Allowable Stress Design methodology was used for Building Code UBC analyzing the T J Custom product listed above.
-The analysis presented is appropriate for Classic Glulam'TN beams by Weyerhaeuser.
PROJECT INFORMATION:
delabarre construction
OPERATOR INFORMATION:
Phone: 360-417-0501
Copyright ~ 2005 by Trus Joist, a Weyerhaeuser Bus~ness
TJ-Beam@ is a reg1stered trademark of Trus JOlst.
Classic Glulam- is a trademark of Weyerhaeuser.
t:l. ..p.~-.
T J-Bea~ 6.20 Senal Number. 7005106903
User.2 11/28/2006 12.45:07 PM
Page 2 Engine Version 6 20 16
Load Group: Primary Load Group
porch beam
5 1/8" X 15" Classic Glulam TM (24F . V4 OF)
MEMBER IS INSUFFICIENT DUE TO LOAD
20' 2.00"
Max. Vert~cal React~on Total (lbs) 4606
Max. Vertical Reaction Live (lbs) 3031
Required Bearing Length in 2.11(W)
Max. Unbraced Length (in) 246
Loading on all spans, LDF
Shear at Support (lbs)
Max Shear at Support (lbs)
Shear Within Span (lbs)
Member Reaction (lbs)
Support Reaction (lbs)
Moment (Ft-Lbs)
Loading on all spans, LDF =
Shear at Support (lbs)
Max Shear at Support (lbs)
Shear Within Span (lbs)
Member Reaction (lbs)
Support Reaction (lbs)
Moment (Ft-Lbs)
Live Deflection (in)
Total Deflection (in)
Loading on all spans, LDF =
Shear at Support (lbs)
Max Shear at Support (lbs)
Shear Within Span (lbs)
Member Reaction (lbs)
Support Reaction (lbs)
Moment (Ft-Lbs)
Live Deflection (in)
Total Deflection (in)
PROJECT INFORMATION:
delabarre construction
4013
2556
1. 84 (W)
0.90 1. 0 Dead
1509 -1390
1568 -1449
1319
1568
1575
1449
1456
11338
1.00 , 1.0 Dead + 1.0 Floor
3005 -2412
3174 -2581
2458
3174
3195
2581
2602
19030
0.214
0.508
1.25 , 1.0 Dead + 1.0 Floor
4416 -3823
4585 -3992
3869
+ 1.0 Roof
4585
4606
3992
4013
31494
0.528
0.822
OPERATOR INFORMATION:
Phone: 360-417-0501
Copyrlght @ 2005 by Trus JOlst, a Weyerhaeuser Buslness
TJ-Beam@ 15 a registered trademark of Trus Joist.
ClaSS1C GIuIam- 15 a trademark of Weyerhaeuser.
ltl ~~....
TJ-8eam~6 20 Serial Number 7005106903
User 2 11/28/2006 11 03.57 AM
Page 1 Engine Version 6 20 16
ridge beam bedroom 2
51/8" X 131/2" Classic GlulamTM (24F - V4 DF)
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
CONTROLS FOR THE APPLICATION AND LOADS LISTED
Member Slope: 0112 Roof SIope0l12
J
J
I
~
All dimensions are horizontal.
21' 6"
L
~
,
~
Product Diagram is Conceptual.
LOADS:
Analysis is for a Drop Beam Member. Tributary Load Width: 10' 6"
Primary Load Group - Roof (pst): 25.0 Live at 125 % duration, 15.0 Dead
SUPPORTS:
Input Bearing Vertical Reactions (Ibs) Detail Other
Width Length L1velDeadlUpllftlTotal
1 Stud wall 3.50" 2.16" 2822/1874/0/4696 By Others None
2 Stud wall 3.50" 2.16" 2822/1874/0/4696 By Others None
DESIGN CONTROLS:
Maximum Design Control Control Location
Shear (Ibs) 4623 -4077 13838 Passed (29%) Rt. end Span 1 under Roof loading
Moment (Ft-Lbs) 24463 24463 38432 Passed (64%) MID Span 1 under Roof loading
Live Load Defl (in) 0.627 0.706 Passed (U405) MID Span 1 under Roof loading
Total Load Defl (in) 1.043 1.058 Passed (U244) MID Span 1 under Roof loading
-Deflection Criteria: ST ANDARD(LL:U360, TL:U240).
-Bracing(Lu): All compression edges (top and bottom) must be braced at 21' 4" ole unless detailed otherwise. Proper attachment and positioning of
lateral bracing is required to achieve member stability.
ADDITIONAL NOTES:
-IMPORTANT! The analysis presented is output from software developed by Trus Joist (T J). T J warrants the sizing of its products by this software will
be accomplished in accordance with T J product design criteria and code accepted design values. The specific product application, input design loads,
and stated dimensions have been provided by the software user. This output has not been reviewed by a T J Associate.
-Not all products are readily available. Check with your supplier or T J technical representative for product availability.
-THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONL YI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
-Allowable Stress Design methodology was used for Building Code UBC analyzing the T J Custom product listed above.
-The analysis presented is appropriate for Classic Glulam TM beams by Weyerhaeuser.
PROJECT INFORMATION:
delabarre construction
OPERATOR INFORMATION:
Phone: 360-417-0501
Copyright @ 2005 by Trus Joist, a Weyerhaeuser Bus,ness
TJ-Beam<lJl is a req~stered trademark of Trus Jo~st.
Classic GIuIam- ~s a trademark of Weyerhaeuser.
C:\Documents and Settinqs\Tracy Gudgel\Desktop\DELABAR\r,dgebedroom.sms
l1~~....
T J-Beam~ 620 Serial Number' 7005106903
User' 2 11/28/2006 11 03 57 AM
Page 2 Engine Version 6.20.16
ridge beam bedroom 2
5 1/8" X 13 1/2" Classic Glulam TM (24F . V4 DF)
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
CONTROLS FOR THE APPLICATION AND LOADS LISTED
Load Group: Pr1mary Load Group
21' 2.00"
Max. Vert1ca1 React10n Total (lbs) 4696
Max. Vertical Reaction Live (lbs) 2822
Required Bearing Length in 2.16(W)
Max. Unbraced Length (in) 256
4696
2822
2.16(W)
Loading on all spans, LDF
Shear at Support (lbs)
Max Shear at Support (lbs)
Member Reaction (lbs)
Support Reaction (lbs)
Moment (Ft-Lbs)
O. 90 1. 0
1627
1845
1845
1874
Dead
-1627
-1845
1845
1874
9762
Loading on all spans, LDF =
Shear at Support (lbs)
Max Shear at Support (lbs)
Member Reaction (lbs)
Support Reaction (lbs)
Moment (Ft-Lbs)
Live Deflect10n (in)
Total Deflection (in)
1.25 ,
1. 0 Dead
4077
4623
4623
4696
+ 1. 0 Floor
-4077
-4623
4623
4696
+ 1. 0 Roof
24463
0.627
1. 043
PROJECT INFORMATION:
delabarre construction
OPERATOR INFORMATION:
Phone: 360-417-0501
Copyright @ 2005 by Trus Joist, a Weyerhaeuser Business
TJ-Beam@ ~s a reglstered trademark of Trus JOIst.
Classlc Glulam- 15 a trademark of Weyerhaeuser.
C:\Documents and Settinqs\Tracy Gudqel\Desktop\DELABAR\r~dqebedroom.sms
~
~.~~--
TJ-Beame6.20 Serial Number 7005106903
User.2 11/17/200611.12'22 AM
Page 1 engine Version' 6.20.16
rafter at side of dining dormer
1 3/4" X 111/4"1.9E Mierollam@ LVL @ 12" ole
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
CONTROLS FOR THE APPLICATION AND LOADS LISTED
Member Slope: 0J12 Roof Slope0J12
J
~~
I
~
All dimensions are horizontal.
11. 6..
L
~~
I
~
Product Diagram is Conceptual.
...
....
LOADS:
Analysis is for a Joist Member.
Primary Load Group - Roof (pst): 25.0 Live at 125 % duration, 15.0 Dead
Vertical Loads:
Type Class
Point(lbs) Roof(1.25)
Point(lbs) Roof(1.25)
Live Dead Location Application
544 326 8'
356 454 14' 6"
Comment
SUPPORTS:
Input
Width
1 Stud wall 3.50"
2 Stud wall 3.50"
Bearing
Length
3.50"
3.50"
Vertical Reactions (Ibs)
LlvelDeadlUpllftlTotal
573/383/0/956
765/660/0/1424
Detail
Other
End, TJI Blocking 1 Ply 13/4" x 111/4"1.9E Microllam@LVL
End, T JI Blocking 1 Ply 1 3/4" x 11 1/4" 1.9E Microllam@ L VL
DESIGN CONTROLS:
Maximum Design Control
Shear (Ibs) -1416 -1375 4676
Vertical Reaction (Ibs) 1416 1416 2603
Moment (Ft-Lbs) 6166 6166 10489
Live Load Detl (in) 0.464 0.569
Total Load Detl (in) 0.797 0.854
-Deflection Criteria: STANDARD(LL:U360,TL:U240).
-Allowable moment was increased for repetitive member usage.
-Bracing(Lu): All compression edges (top and bottom) must be braced at 6' 4" o/c unless detailed otherwise. Proper attachment and positioning of
lateral bracing is required to achieve member stability.
Control
Passed (29%)
Passed (54%)
Passed (59%)
Passed (U441)
Passed (U257)
Location
Rt. end Span 1 under Roof loading
Bearing 2 under Roof loading
MID Span 1 under Roof loading
MID Span 1 under Roof loading
MID Span 1 under Roof loading
ADDITIONAL NOTES:
-IMPORT ANTI The analysis presented is output from software developed by Trus Joist (T J). T J warrants the sizing of its products by this software will
be accomplished in accordance with T J product design criteria and code accepted design values. The specific product application, input design loads,
and stated dimensions have been provided by the software user. This output has not been reviewed by a T J Associate.
-Not all products are readily available. Check with your supplier or T J technical representative for product availability.
-THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONL YI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
-Allowable Stress Design methodology was used for Building Code UBC analyzing the T J Custom product listed above.
PROJECT INFORMATION:
delabarre construction
OPERATOR INFORMATION:
Phone: 360-417-0501
Copyright ~ 2005 by Trus Joist, a Weyerhaeuser Business
Microllam@ ,s a reg,stered trademark of Trus Joist.
l.~ ~76tfit
~C...I ~~~
T J-Beam4ll6.20 Serial Number' 7005106903
User: 2 11/17/2006111222 AM
Page 2 engIne VersIon. 6 20 16
rafter at side of dining dormer
1 314" X 11114" 1.9E Mierollam@ LVL @ 12" ole
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
CONTROLS FOR THE APPLICATION AND LOADS LISTED
Load Group: Primary Load Group
17' 1. 00"
Max. Vertical Reaction Total (lbs) 956
Max. Vertical Reaction Live (lbs) 573
Selected Bearing Length (in) 3.50(W)
Max. Unbraced Length (in) 76
1424
765
3.50(W)
Loading on all spans,
Shear at Support (lbs)
Max Shear at Support (lbs)
Shear Within Span (lbs)
Member Reaction (lbs)
Support Reaction (lbs)
Moment (Ft-Lbs)
LDF = 0.90 , 1.0 Dead
364 -641
380 -657
-615
380 657
383 660
2503
Loading on all spans, LDF = 1.25 ,
Shear at Support (lbs)
Max Shear at Support (lbs)
Shear Within Span (lbs)
Member Reaction (lbs)
Support Reaction (lbs)
Moment (Ft-Lbs)
Live Deflection (in)
Total Deflection (in)
1.0 Dead + 1.0 Floor + 1.0 Roof
906 -1375
947 -1416
-1304
947
956
1416
1424
6166
0.464
0.797
PROJECT INFORMATION:
delabarre construction
OPERATOR INFORMATION:
Phone: 360-417-0501
Copyr~ght @ 2005 by Trus Joist, a Weyerhaeuser BUS1ness
M1crol1am@ 15 a reg1stered trademark of Trus J01St.
l:~~7M1t
OD~ ,-'~ ~~ilIwncss
TJ-Beam4!> 620 Serial Number. 7005106903
User 2 11/17/2006842.07 AM
Page 1 Engine Version. 6.20,16
garage ridge beam
5 1/8" X 16 1/2" Classic Glulam™ (24F - V4 DF)
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
CONTROLS FOR THE APPLICATION AND LOADS LISTED
Member Slope: 0112 Roof SIope0l12
J
[!]~
I
o
All dimensions are horizontal.
22'
L
~
I
~
Product Diagram is Conceptual.
LOADS:
Analysis is for a Drop Beam Member. Tributary Load Width: 14'
Primary Load Group - Roof (psf): 25.0 Live at 125 % duration, 15.0 Dead
SUPPORTS:
Input Bearing Vertical Reactions (Ibs) Detail Other
Width Length LlveJDeadlUpliftlTotal
1 Stud wall 3.50" 2.93" 3850 I 2536 I 0 I 6386 By Others None
2 Stud wall 3.50" 2.93" 3850 I 2536 I 0 I 6386 By Others None
DESIGN CONTROLS:
Maximum Design Control Control Location
Shear (Ibs) 6289 -5418 16913 Passed (32%) Rt. end Span 1 under Roof loading
Moment (Ft-Lbs) 34067 34067 56139 Passed (61 %) MID Span 1 under Roof loading
Live Load Defl (in) 0.503 0.722 Passed (U517) MID Span 1 under Roof loading
Total Load Defl (in) 0.834 1.083 Passed (U312) MID Span 1 under Roof loading
-Deflection Criteria: STANDARD(LL:U360,TL:U240).
-Bracing(Lu): All compression edges (top and bottom) must be braced at 21' 4" ole unless detailed otherwise. Proper attachment and positioning of
lateral bracing is required to achieve member stability.
ADDITIONAL NOTES:
-IMPORTANT! The analysis presented is output from software developed by Trus Joist (T J). T J warrants the sizing of its products by this software will
be accomplished in accordance with T J product design criteria and code accepted design values. The specific product application, input design loads,
and stated dimensions have been provided by the software user. This output has not been reviewed by a T J Associate.
-Not all products are readily available. Check with your supplier or T J technical representative for product availability.
-THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
-Allowable Stress Design methodology was used for Building Code UBC analyzing the T J Custom product listed abOve.
-The analysis presented is appropriate for Classic Glulam TM beams by Weyerhaeuser.
PROJECT INFORMATION:
delabarre construction
OPERATOR INFORMATION:
Phone: 360-417-0501
Copyright ~ 2005 by Trus JOlst, a Weyerhaeuser BUSlness
TJ-Beam@ is a reglstered trademark of Trus Joist.
Classic Glulam- is a trademark of Weyerhaeuser.
t:lWweL-.
T J-Beame 620 Senal Number. 7005106903
User 2 11/17/2006 8 42.08 AM
Page 2 EngIne VersIon' 6 20 16
garage ridge beam
5 1/8" X 16 1/2" Classic GlulamTM (24F . V4 OF)
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
CONTROLS FOR THE APPLICATION AND LOADS LISTED
Load Group: Primary Load Group
21' 8.00"
Max. Vertical Reaction Total (lbs) 6386
Max. Vertical Reaction Live (lbs) 3850
Required Bearing Length in 2.93(W)
Max. Unbraced Length (in) 256
6386
3850
2.93(W)
Loading on all spans, LDF
Shear at Support (lbs)
Max Shear at Support (lbs)
Member Reaction (lbs)
Support Reaction (lbs)
Moment (Ft-Lbs)
0.90 1.0
2152
2498
2498
2536
Dead
-2152
-2498
2498
2536
13529
Loading on all spans, LDF =
Shear at Support (lbs)
Max Shear at Support (lbs)
Member Reaction (lbs)
Support Reaction (lbs)
Moment (Ft-Lbs)
Live Deflection (in)
Total Deflection (in)
1. 25 ,
1. 0 Dead
5418
6289
6289
6386
+ 1. 0 Floor
-5418
-6289
6289
6386
+ 1.0 Roof
34067
0.503
0.834
PROJECT INFORMATION:
delabarre construction
OPERATOR INFORMATION:
Phone: 360-417-0501
Copyright @ 2005 by Trus J01St, a Weyerhaeuser BUS1nes5
TJ-Beam@ 15 a reglstered trademark of True J01St.
Classic GluIam- 15 a trademark of Weyerhaeuser.
~~~76Nt
.c.J -,~ ~~ilusm=
TJ-Bearn8 6 20 Serial Number: 7005106903
User: 2 11/27/2006 3.22.16 PM
Page 1 Engine VersIon. 6.20.16
tloor beam master bedroom ceiling
31/2" X 11 7/8" 1.7E TimberStrand@ LSL
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
CONTROLS FOR THE APPLICATION AND LOADS LISTED
15"
L
~
I
It
Product Diagram is Conceptual.
J
J
I
~
LOADS:
Analysis is for a Header (Flush Beam) Member. Tributary Load Width: l' 4"
Primary Load Group - Residential- Living Areas (psf): 40.0 Live at 100 % duration, 12.0 Dead
Vertical Loads:
Type Class Live Dead Location Application Comment
Uniform(plf) Roof(1.25) 219.0 221.0 0 To 15' Adds To
SUPPORTS:
Input Bearing Vertical Reactions (Ibs) Detail Other
Width Length L1velDead/UpllftlTotal
1 Stud wall 3.50" 2.64" 2043/1877/0/3920 L1 1 Ply 31/2" x 11 7/8" 1.7E TimberStrand@ LSL
2 Stud wall 3.50" 2.64" 2043/1877/0/3920 L1 1 Ply 3 1/2" x 11 7/8" 1.7E TimberStrand@ LSL
DESIGN CONTROLS:
Maximum Design Control Control Location
Shear (Ibs) 3832 -3250 13854 Passed (23%) Rt. end Span 1 under Roof loading
Moment (Ft-Lbs) 14052 14052 22300 Passed (63%) MID Span 1 under Roof loading
Live Load Detl (in) 0.365 0.489 Passed (U482) MID Span 1 under Roof loading
Total Load Detl (in) 0.701 0.733 Passed (U251) MID Span 1 under Roof loading
-Deflection Criteria: STANDARD(LL:L1360,TL:U24O).
-Bracing(Lu): All compression edges (top and bottom) must be braced at 14' 7" o/c unless detailed otherwise. Proper attachment and positioning of
lateral bracing is required to achieve member stability.
ADDITIONAL NOTES:
-IMPORTANT! The analysis presented is output from software developed by Trus Joist (T J). T J warrants the sizing of its products by this software will
be accomplished in accordance with T J product design criteria and code accepted design values. The speCific product application, input design loads,
and stated dimensions have been provided by the software user. This output has not been reviewed by a T J Associate.
-Not all products are readily available. Check with your supplier or T J technical representative for product availability.
-THIS ANAL VSIS FOR TRUS JOIST PRODUCTS ONL VI PRODUCT SUBSTITUTION VOIDS THIS ANAL VSIS.
-Allowable Stress Design methodology was used for Building Code UBC analyzing the T J Custom product listed above.
PROJECT INFORMATION:
delabarre construction
OPERATOR INFORMATION:
Phone: 360-417-0501
Copyright @ 2005 by Trus J01st, a Weyerhaeuser Business
TimberStrand@ is a reg~stered trademark of Trus J01St.
C:\Documents and Sett1ngs\Tracy GUdgel\Desgtop\DELABAR\floor beam master br.sms
~"~7Nt
rt~1lusu=
T J-Beame 6 20 Senal Number: 7005106903
User. 2 11/27/2006 3 22.16 PM
Page 2 Engine Version 6 20 16
floor beam master bedroom ceiling
31/2" X 11 7/8" 1.7E TimberStrand@ LSL
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
CONTROLS FOR THE APPLICATION AND LOADS LISTED
Load Group: Primary Load Group
14 I 8.00"
Max. Vertical Reaction Total (lbs) 3920
Max. Vertical Reaction Live (lbs) 2043
Required Bearing Length in 2.64(W)
Max. Unbraced Length (in) 175
3920
2043
2.64(W)
Loading on all spans, LDF
Shear at Support (lbs)
Max Shear at Support (lbs)
Member Reaction (lbs)
Support Reaction (lbs)
Moment (Ft-Lbs)
0.90 1.0
1556
1835
1835
1877
Dead
-1556
-1835
1835
1877
6730
Loading on all spans, LDF = 1.00 ,
Shear at Support (lbs)
Max Shear at Support (lbs)
Member Reaction (lbs)
Support Reaction (lbs)
Moment (Ft-Lbs)
Live Deflection (in)
Total Deflection (in)
1. 0 Dead
1888
2226
2226
2277
+ 1. 0 Floor
-1888
-2226
2226
2277
8164
0.072
0.407
Loading on all spans, LDF =
Shear at Support (lbs)
Max Shear at Support (lbs)
Member Reaction (lbs)
Support Reaction (lbs)
Moment (Ft-Lbs)
Live Deflection (in)
Total Deflection (in)
1. 25 ,
1. 0 Dead
3250
3832
3832
3920
+ 1. 0 Floor
-3250
-3832
3832
3920
+ 1. 0 Roof
14052
0.365
0.701
PROJECT INFORMATION:
delabarre construction
OPERATOR INFORMATION:
Phone: 360-417-0501
Copyr~ght ~ 2005 by TrUB Joist, a Weyerhaeuser Bus1ness
TimberStrand@ 15 a registered trademark of TruB J01St.
C:\Documents and Sett,ngs\Tracy Gudgel\Desktop\DELABAR\floor beam master br.sms
~WwZ!Nt
TJ-Bearne6.20 Serial NU;~~
User' 2 11/27/2006 3:22 47 PM
Page 1 Engine Version' 6 2016
header for floor beam at pandry door
31/2" X 91/4" 1.7E TimberStrand@ LSL
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
CONTROLS FOR THE APPLICATION AND LOADS LISTED
J
[!l~
,
d
.....
'-
~~
,
~
8.
Product Diagram is Conceptual.
LOADS:
Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 2'
Primary Load Group - Residential- Living Areas (pst): 40.0 Live at 100 % duration, 12.0 Dead
Vertical Loads:
Type Class Live Dead Location Application Comment
Point(lbs) Floor(1.00) 2043 1877 6'
SUPPORTS:
Input Bearing Vertical Reactions (Ibs) Detail Other
Width Length L1ve/DeadlUpllftlTotal
1 Stud wall 3.50" 1.50" 809/586/0/1395 End, Rim 1 Ply 11/2" x 91/4"1.5E TimberStrand@LSL
2 Stud wall 3.50" 2.31" 1874/1566/0/3440 L1 1 Ply 31/2" x 91/4"1.7E TimberStrand@LSL
DESIGN CONTROLS:
Maximum Design Control
Shear (Ibs) -3421 -3318 8633
Moment(Ft-Lbs) 6080 6080 11076
Live Load Defl (in) 0.084 0.256
Total Load Detl (in) 0.151 0.383
-Deflection Criteria: STANDARD(LL:U360,TL:U240).
-Bracing(Lu): All compression edges (top and bottom) must be braced at 8' olc unless detailed otherwise. Proper attachment and positioning of lateral
bracing is required to achieve member stability.
Control
Passed (38%)
Passed (55%)
Passed (U999+)
Passed (U608)
Location
Rt. end Span 1 under Floor loading
MID Span 1 under Floor loading
MID Span 1 under Floor loading
MID Span 1 under Floor loading
ADDITIONAL NOTES:
-IMPORTANTI The analysis presented is output from software developed by Trus Joist (T J). T J warrants the sizing of its products by this software will
be accomplished in accordance with T J product design criteria and code accepted design values. The specific product application, input design loads,
and stated dimensions have been provided by the software user. This output has not been reviewed by a T J Associate.
-Not all products are readily available. Check with your supplier or T J technical representative for product availability.
-THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
-Allowable Stress Design methodology was used for Building Code UBC analyzing the T J Custom product listed above.
PROJECT INFORMATION:
delabarre construction
OPERATOR INFORMATION:
Phone: 360-417-0501
Copyright ~ 2005 by Trus Joist, a Weyerhaeuser Bus~ness
T1mberStrand@ is a registered trademark of Trus Joist.
C:\Documents and Settings\Tracy GUdgel\Desktop\DELABAR\pantry door header.sms
t:lWw~....
TJ-8ea~6.20 Serlal Number. 7005106903
User 2 11/27/20063.22'47 PM
Page 2 Engine Version. 6 20 16
header for floor beam at pandry door
3 1/2" X 9 1/4" 1.7E TimberStrand@ LSL
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
CONTROLS FOR THE APPLICATION AND LOADS LISTED
Load Group: Primary Load Group
7' 8.00"
Max. Vertical Reaction Total (lbs) 1395
Max. Vertical Reaction Live (lbs) 809
Required Bearing Length in 1.50(W)
Max. Unbraced Length (in) 96
3440
1874
2.3l(W)
Loading on all spans, LDF
Shear at Support (lbs)
Max Shear at Support (lbs)
Shear Within Span (lbs)
Member Reaction (lbs)
Support Reaction (lbs)
Moment (Ft-Lbs)
O. 90 1. 0 Dead
550 -1529
581 -1560
-1497
581 1560
586 1566
2802
Loading on all spans, LDF =
Shear at Support (lbs)
Max Shear at Support (lbs)
Shear Within Span (lbs)
Member Reaction (lbs)
Support Reaction (lbs)
Moment (Ft-Lbs)
Live Deflection (in)
Total Deflection (in)
1.00 , 1.0 Dead + 1.0 Floor
1273 -3318
1376 -3421
-3211
1376
1395
3421
3440
6080
0.084
0.151
PROJECT INFORMATION:
delabarre construction
OPERATOR INFORMATION:
Phone: 360-417-0501
Copyright @ 2005 by Trus Jo~st, a Weyerhaeuser Bus1ness
TimberStrand@ is a reg1stered trademark of Trus J01St.
C:\Documents and Sett,ngs\Tracy Gudgel\Desktop\DELABAR\pantry door header.sms