approved Calc Package 3.20.20ST Engineemp Tel: 425-891-5111
17614 NE 291" St; Redmond, WA 98052
DESIGN CALCULATIONS
Phaysith's Interior Remodel
9327 217t" St SW
Edmond WA 98020=3943
Revision #2 03/18/20
a" O R T CM MEMBER REPORT PASSED
Level, #6 Door Header
2 piece(s) 2 x 6 Hem -Fir No. 2
Overall Length: 4' 7"
4' I
0 0
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)
Member Reaction (Ibs)
1320 @ 2"
4253 (3.50")
Passed (31%)
1.0 D + 1.0 L (All Spans)
Shear (Ibs)
888 @ 9"
1650
Passed (54%)
1.00
1.0 D + 1.0 L (All Spans)
Moment (Ft-Ibs)
1301 @ 213 1/2"
1393
Passed (93%)
1.00
1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)
0.060 @ 2' 3 1/2"
0.106
Passed (L/854)
1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)
0.078 @ 2' 3 1/2"
0.213
Passed (L/652)
1.0 D + 1.0 L (All Spans)
• Deflection criteria: LL (L/480) and TL (L/240).
• Top Edge Bracing (Lu): Top compression edge must be braced at 4' 7" o/c based on loads applied, unless detailed otherwise.
• Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 4' 7" o/c based on loads applied, unless detailed otherwise.
• Applicable calculations are based on NDS.
Supports
Bearing Length
Loads to Supports (Ibs)
Accessories
Total
Available
Required
Dead
Floor Live
Total
1 - Stud wall - SPF
3.50"
3.50"
1.50"
312
1008
1320
Blocking
2 - Stud wall - SPF
3.50"
3.50"
1 1.50"
312
1008
1320
Blocking
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Vertical Loads
Location (Side)
Tributary Width
Dead
(0.90)
Floor Live
(1.00)
Comments
0 - Self Weight (PLF)
0 to 4' 7"
N/A
4.2
1 - Uniform (PSF)
0 to 4' 7" (Front)
11'
12.0
40.0
Default Load
System : Floor
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2015
Design Methodology : ASD
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.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by Ken Nguyen
ForteWEB Software Operator
Job Notes
Ken Nguyen
NT Engineers
(425) 891-5111
housedesign4u@outlook.com
3/19/2020 12:58:52 AM UTC
ForteWEB v2.4, Engine: V8.0.1.4, Data: V7.3.2.0
Weyerhaeuser File Name: Edmonds Interior Remodel
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