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eve Beam under bdml 11 by Weyerheuer 31/8" x 12" Giulam (24F - V4 DF) ECFVEfl
7J-Bearr®a® 6.35 Serial Number. 7005102587
User 2 8/11/2009 2:16:18 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN AUG 1 3 2009
Pagel Engine Version: 6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED
CITY OF TIGARD
BUILDING DIVISION
0 ;:
1 0' 6"
Product Diagram is Conceptual.
LOADS:
Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 11'
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) Floor(1.00) 110.0 110.0 0 To 10' 6" Adds To
SUPPORTS:
Input Bearing Vertical Reactions (Ibs) Detail Other
Width Length Live/Dead /Uplift/Total
1 Stud wall 3.50" 3.17" 2888 / 1318 / 0 / 4206 By Others None
2 Stud wall 3.50" 3.17" 2888 / 1318 / 0 / 4206 By Others None
-See iLevel® Specifier'sBuilder's Guide for detail(s): By Others
DESIGN CONTROLS:
Maximum Design Control Result Location
Shear (Ibs) 4072 -3171 6000 Passed (53 %) Rt. end Span 1 under Floor loading
Moment (Ft -Lbs) 10351 10351 15000 Passed (69 %) MID Span 1 under Floor loading
Live Load Defl (in) 0.163 0.254 Passed (L/747) MID Span 1 under Floor loading
Total Load Defl (in) 0.238 0.508 Passed (U513) MID Span 1 under Floor loading
- Deflection Criteria: STANDARD(LL:U480,TL:U240).
- Bracing(Lu): All compression edges (top and bottom) must be braced at 10' 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 iLevel®. iLevel® warrants the sizing of its products by this software will be
accomplished in accordance with current 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 an iLevel® Associate.
-Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability.
- PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
- Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Distribution product listed above.
-The analysis presented is appropriate for Glulam beams.
Operator Notes:
This structural member has been sized for the loads described herein. These loads may or may not be adequate for the particular project. An Architect or
Engineer must verify all loads.
PROJECT INFORMATION: OPERATOR INFORMATION:
Ekstrom Construction • Michael Peck
Addition Parr Lumber Co.
1111 S. Timm Rd.
Contact: Mike Peck
Ridgefield, WA 98642
• Phone: 360 -887 -7277
Fax : 360-887-4839
mikepec @parr.com
Copyright C 2009 by iLevel Federal Way, WA.
TJ -Beamo is a registered trademark of iLevel®.
Y: \Mike Peck \Calcs \Ekstrom Construction \Beam under Bdrms. ems
•
•
'eve a Beam under bdrm
•
by Weyerhaeuser 3 1/8" x 12" Glulam (24F - V4 DF)
TJ -Beam® 6.35 Serial Number. 7005102587
User.2 8/11/2009 2:16:18 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
Paget Engine Version: 6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED
Load Group: Primary Load Group
10' 2.00"
Max. Vertical Reaction Total (lbs) 4206 4206
Max. Vertical Reaction Live (lbs) 2888 2888
Required Bearing Length in 3.17(W) 3.17(W)
Max. Unbraced Length (in) 126
Loading on all spans, LDF = 0.90 , 1.0 Dead
Shear at Support (lbs) 994 -994
Max Shear at Support (lbs) 1276 -1276
Member Reaction (lbs) 1276 1276
Support Reaction (lbs) 1318 1318
Moment (Ft -Lbs) 3244
Loading on all spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor
Shear at Support (lbs) 3171 -3171
Max Shear at Support (lbs) 4072 -4072
Member Reaction (lbs) 4072 4072
Support Reaction (lbs) 4206 4206
Moment (Ft -Lbs) 10351
Live Deflection (in) 0.163
Total Deflection (in) 0.238
PROJECT INFORMATION: OPERATOR INFORMATION:
Ekstrom Construction Michael Peck
Addition Parr Lumber Co.
1111 S. Timm Rd.
Contact: Mike Peck
Ridgefield, WA 98642
Phone : 360-887-7277
Fax : 360-887-4839
mikepec @parr.com
Copyright ° 2009 by iLevel°, Federal Way, WA.
7J -Beam* is a registered trademark of iLevel°.
Y: \Mike Peck \Calcs \Ekstrom Construction \Beam under Bdrms.sms
■
e ve Beam at Addition
by Weyerhaeuser 6 3/4" x 18" Glulam (24F - V4 DF)
TJ- Beam 6.35 Serial Number. 7005102587
User 2 8/12/20098:14:59AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
Page 1 Engine Version: 6.35.0
CONTROLS FOR THE APPLICATION AND LOADS LISTED
d l
1
22' o
Product Diagram is Conceptual.
LOADS:
Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1'
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
Point(lbs) Floor(1.00) 2876 1313 11' -
Point(lbs) Floor(1.00) 2750 902 9' -
SUPPORTS:
Input Bearing Vertical Reactions (ibs) Detail Other
Width Length Live/Dead/Uplift/Total
1 Stud wall 3.50" 1.80" 3507 / 1648 / 0 / 5154 By Others - Rim: Rim Board 1 Ply 1 1/4" x 18" 1.3E TimberStrand® LSL
2 Stud wall 3.50" 1.56" 2999 / 1481 / 0 / 4480 By Others - Rim: Rim Board 1 Ply 1 1/4" x 18" 1.3E TimberStrand® LSL
-See iLevel® Specifier's/Builder's Guide for detail(s): By Others - Rim: Rim Board
DESIGN CONTROLS:
Maximum Design Control Result Location
Shear (Ibs) 5141 5008 19440 Passed (26%) Lt. end Span 1 under Floor loading
Moment (Ft -Lbs) 43604 43604 67889 Passed (64 %) MID Span 1 under Floor loading
Live Load Defl (in) 0.375 0.542 Passed (L/694) MID Span 1 under Floor loading
Total Load Dell (in) 0.544 1.083 Passed (U478) MID Span 1 under Floor loading
- Deflection Criteria: STANDARD(LL:U480,TL:U240).
- Bracing(Lu): All compression edges (top and bottom) must be braced at 22' 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 iLevel®. iLevel® warrants the sizing of its products by this software will be
accomplished in accordance with current 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 an iLevel® Associate.
-Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability.
- PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
- Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Distribution product listed above.
-The analysis presented is appropriate for Glulam beams.
Operator Notes:
This structural member has been sized for the loads described herein. These loads may or may not be adequate for the particular project. An Architect or
Engineer must verify all loads.
PROJECT INFORMATION: OPERATOR INFORMATION:
Ekstrom Construction Michael Peck
Addition Parr Lumber Co.
1111 S. Timm Rd.
Contact: Mike Peck
Ridgefield, WA 98642
Phone: 360 -887 -7277
Fax : 360-8874839
mikepec@parr.com
Copyright ° 2009 by iLevel ® , Pederal Way, WA.
TJ -Beam• is a registered trademark of iLevel ® .
Y: \Mike Peck \Calcs \Ekstrom Construction \Beam at addition. sms
•
eve Beam at Addition
by Weyerhaeuser 6 3/4" x 18" Glulam (24F - V4 DF)
TJ -Beam® 6.35 Serial Number. 7005/02587
User :2 8112120098:14:59AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
Page 2 Engine Version: 6.35.0
CONTROLS FOR THE APPLICATION AND LOADS LISTED
Load Group: Primary Load Group
21' 8.00"
Max. Vertical Reaction Total (lbs) 5154 4480
Max. Vertical Reaction Live (lbs) 3507 2999
Required Bearing Length in 1.80(W) 1.56(W)
Max. Unbraced Length (in) 264
Loading on all spans, LDF = 0.90 , 1.0 Dead
Shear at Support (lbs) 1573 -1407
Max Shear at Support (lbs) 1641 -1474
Shear Within Span (lbs) 1274
Member Reaction (lbs) 1641 1474
Support Reaction (lbs) 1648 1481
Moment (Ft -Lbs) 13533
Loading on all spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor
Shear at Support (lbs) 5008 -4334
Max Shear at Support (lbs) 5141 -4467
Shear Within Span (lbs) 4421
Member Reaction (lbs) 5141 4467
Support Reaction (lbs) 5154 4480
Moment (Ft -Lbs) 43604
Live Deflection (in) 0.375
Total Deflection (in) 0.544
PROJECT INFORMATION: OPERATOR INFORMATION:
Ekstrom Construction Michael Peck
Addition Parr Lumber Co.
1111 S. Timm Rd.
Contact: Mike Peck
Ridgefield, WA 98642
Phone : 360 -887 -7277
Fax : 360-887-4839
mikepec @parr.com
Copyright 0 2009 by iLevele, Federal Way, WA.
TJ -Beams is a registered trademark of iLevele.
y: \Mike Peck \Calcs \Ekstrom Construction \Beam at addition.sms