REVIEWED BLD-Kubie Steel Beam CalculationsCUS700 DES XQ J
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Structural Calculations
Kubie Residence
10/5/2021
11006 60TH AVE WEST - MUKILTEO WA 98275
PHONE (425) 343-7517 - FAX (425) 493-8388
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Design reinforcing to existing (2) 4 x 10 beams
Design loads:
Live = 40 psf x (16.17 ft + 11 ft) / 2 = 543 lb/ft
Dead = 12 psf x (16.17 ft + 11 ft) / 2 = 163 lb/ft
Total load = 543 + 163 = 706 lb/ft
See next page for steel beam design
a" O R T CM MEMBER REPORT PASSED
Main Floor, New Steel Beam
1 piece(s) W8X18 (A992) ASTM Steel
Overall Length: 1-
13 7' 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)
5128 @ 2"
13322 (3.50")
Passed (38%)
1.0 D + 1.0 L (All Spans)
Shear (Ibs)
4917 @ 3 1/2"
37444
Passed (13%)
1.0 D + 1.0 L (All Spans)
Moment (Ft-Ibs)
17318 @ 7' 1"
25589
Passed (68%)
1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)
0.249 @ 7' 1"
0.461
Passed (L/666)
1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)
0.332 @ 7' 1"
1 0.692
Passed (L/500)
1.0 D + 1.0 L (All Spans)
• Deflection criteria: LL (L/360) and TL (L/240).
• Applicable calculations are based on ANSI/AISC 360-16.
• A lateral -torsional buckling factor (Cb) of 1.0 has been assumed.
Supports
Bearing Length
Loads to Supports (Ibs)
Accessories
Total
Available
Required
Dead
Floor Live
Total
1 - Column - SPF
3.50"
3.50"
3.50"
1282
3846
5128
Blocking
2 - Column - SPF
3.50"
3.50"
1 3.50"
1282
3846
5128
Blocking
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Lateral Bracing
Bracing Intervals
Comments
Top Edge (Lu)
End Bearing Points
Bottom Edge (Lu)
End Bearing Points
Vertical Loads
Location (Side)
Tributary Width
Dead
(0.90)
Floor Live
(1.00)
Comments
0 - Self Weight (PLF)
0 to 14' 2"
N/A
18.0
1 - Uniform (PLF)
0 to 14' 2"
N/A
163.0
543.0
Default Load
System : Floor
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2015
Design Methodology : ASD
Weyerhaeuser Notes
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 ForteWEB Software Operator
ForteWEB Software Operator
Job Notes
Kyriakos Moroseos
CDENGR
(425) 268-5946
mettaxam@gmail.com
10/5/2021 6:12:32 PM UTC
ForteWEB 0.2, Engine: V8.2.0.17, Data: V8.1.0.16
Weyerhaeuser File Name: Kubie
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