sawn lumber 12.ppt - university of michiganfb from tables determined by species and grade fb’ = fb...
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![Page 1: sawn lumber 12.PPT - University of MichiganFb from tables determined by species and grade Fb’ = Fb (CD CM Ct CL CF Cfu Ci Cr) Usage factors for flexure: CL Beam Stability Factor](https://reader035.vdocument.in/reader035/viewer/2022062914/5e67bae814bfb73fb675f7aa/html5/thumbnails/1.jpg)
Peter von Buelow University of Michigan, TCAUP Slide 1/12
Architecture 544Wood Structures
NDS - ASD 2012
Chapter 4Sawn Lumber
University of Michigan, TCAUP Wood Structures Slide 2/12
Allowable Flexure Stress Fb’
Fb from tables determined by species and grade
Fb’ = Fb (usage factors)
Fb’ >= fb
Actual Flexure Stress fb
fb = Mc/I = M/S
S = I/c = bd2/6
![Page 2: sawn lumber 12.PPT - University of MichiganFb from tables determined by species and grade Fb’ = Fb (CD CM Ct CL CF Cfu Ci Cr) Usage factors for flexure: CL Beam Stability Factor](https://reader035.vdocument.in/reader035/viewer/2022062914/5e67bae814bfb73fb675f7aa/html5/thumbnails/2.jpg)
Sawn Lumber - 4
Adjustment Factors
Peter von Buelow University of Michigan, TCAUP Slide 3/15
University of Michigan, TCAUP Wood Structures Slide 4/12
Allowable Flexure Stress Fb’
Fb from tables determined by species and grade
Fb’ = Fb (CD CM Ct CL CF Cfu Ci Cr )
Usage factors for flexure:
CD Load Duration Factor
Ct Temperature Factor
![Page 3: sawn lumber 12.PPT - University of MichiganFb from tables determined by species and grade Fb’ = Fb (CD CM Ct CL CF Cfu Ci Cr) Usage factors for flexure: CL Beam Stability Factor](https://reader035.vdocument.in/reader035/viewer/2022062914/5e67bae814bfb73fb675f7aa/html5/thumbnails/3.jpg)
University of Michigan, TCAUP Wood Structures Slide 5/12
Allowable Flexure Stress Fb’
Fb from tables determined by species and grade
Fb’ = Fb (CD CM Ct CL CF Cfu Ci Cr )
Usage factors for flexure:
CM Moisture Factor
CF Size Factor
Cfu Flat Use
Cr Repetitive Member Factor
University of Michigan, TCAUP Wood Structures Slide 6/12
Allowable Flexure Stress Fb’
Fb from tables determined by species and grade
Fb’ = Fb (CD CM Ct CL CF Cfu Ci Cr )
Usage factors for flexure:
Ci Insizing Factor
![Page 4: sawn lumber 12.PPT - University of MichiganFb from tables determined by species and grade Fb’ = Fb (CD CM Ct CL CF Cfu Ci Cr) Usage factors for flexure: CL Beam Stability Factor](https://reader035.vdocument.in/reader035/viewer/2022062914/5e67bae814bfb73fb675f7aa/html5/thumbnails/4.jpg)
University of Michigan, TCAUP Wood Structures Slide 7/12
Allowable Flexure Stress Fb’
Fb from tables determined by species and grade
Fb’ = Fb (CD CM Ct CL CF Cfu Ci Cr )
Usage factors for flexure:
CL Beam Stability Factor
CL
CL = 1.0for depth/width ratio
in 4.4.1 CL = 1.0
Otherwise
CL < 1.0calculate factor using
section 3.3.3
University of Michigan, TCAUP Wood Structures Slide 8/12
![Page 5: sawn lumber 12.PPT - University of MichiganFb from tables determined by species and grade Fb’ = Fb (CD CM Ct CL CF Cfu Ci Cr) Usage factors for flexure: CL Beam Stability Factor](https://reader035.vdocument.in/reader035/viewer/2022062914/5e67bae814bfb73fb675f7aa/html5/thumbnails/5.jpg)
University of Michigan, TCAUP Wood Structures Slide 9/12
Allowable Flexure Stress Fb’
Fb from tables determined by species and grade
Fb’ = Fb (CD CM Ct CL CF Cfu Ci Cr )
Usage factors for flexure:
CL Beam Stability Factor
University of Michigan, TCAUP Wood Structures Slide 10/12
Allowable Flexure Stress Fv’
Fv from tables determined by species and grade
Fv’ = Fv (usage factors)
Usage factors for flexure:
CD Load Duration Factor
CM Moisture Factor
Ct Temperature Factor
Ci Insizing Factor
Actual Flexure Stress fv
fv = VQ/Ib = 1.5V/A
Use V at d from support
Fv’ >= fv
![Page 6: sawn lumber 12.PPT - University of MichiganFb from tables determined by species and grade Fb’ = Fb (CD CM Ct CL CF Cfu Ci Cr) Usage factors for flexure: CL Beam Stability Factor](https://reader035.vdocument.in/reader035/viewer/2022062914/5e67bae814bfb73fb675f7aa/html5/thumbnails/6.jpg)
University of Michigan, TCAUP Wood Structures Slide 11/12
Analysis Procedure
1. Determine loading and CD
2. Find Max Shear & Moment• Simple case – equations• Complex case - diagrams
3. Determine actual stresses• Bending, fb = Mc/I• Shear, fv = 1.5 V/A
4. Determine allowable stresses• F’b = Fb (usage factors)• F’v = Fv (usage factors)
5. Check actual ≤ allowable • fb ≤ F’b• fv ≤ F’v
6. Check deflection 7. Check bearing
University of Michigan, TCAUP Wood Structures Slide 12/12
Design Procedure
1. Determine loading and CD
2. Find Max Shear & Moment• Simple case – equations• Complex case - diagrams
3. Determine allowable stresses• Find tabulated stress• Determine usage factors
4. Solve S=M/Fb’ 5. Choose a section from table6. Check shear stress
• First for V max• If that fails try V at d distance
(remove load d from support)• If the section still fails, choose
a new section with A=1.5V/Fv’
7. Check deflection 8. Check bearing