Timber Frame Tension Joinery - Timber Frame Engineering Council

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shoulder a ledge cut into the joined member that carries the entire width of a joining member single shear specific gravity standard deviation a condition in which one shear plane exists on a single object the ratio of the density of a material to the density of water a numerical value representing how closely a series of data is grouped about the mean stress-skin panel an insulated panel composed of rigid foam insulation and covered by structural paneling on one or both sides stroke rate t tangential direction tenon tie beam the speed that the piston on a test apparatus moves variable representing the thickness of a member a direction tangent to the growth rings of a tree the stub on the end of a member that fits into a mortise a beam oriented transversely in a building to tie walls together; tie beams have end joints subjected to withdrawal loads timber frame traditional, stand-alone, heavy timber structure with all-wood joinery t m thickness of the tenon or main member t s ultimate load wattle and daub yield strength thickness of the mortise side the maximum load that can be obtained a method of infilling a wall that used woven sticks and mud the capacity of a material or member associated with yield behavior xii
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Page 1 and 2: TIMBER FRAME TENSION JOINERY Richar
Page 3 and 4: Acknowledgments Acknowledgments go
Page 5 and 6: 5.4 Dowel Bearing Test Results.....
Page 7 and 8: List of Figures Page Figure 1-1 Typ
Page 9 and 10: List of Appendices Page Appendix A
Page 11 and 12: elasto-plastic behavior an ideal yi
Page 13: normal distribution orthotropic mat
Page 17 and 18: Tie Beam Figure 1-2 American Timber
Page 19 and 20: 2. Timber Framing Background 2.1 Hi
Page 21 and 22: territories. Using the new construc
Page 23 and 24: Although timber framing is still a
Page 25 and 26: 3. European Yield Model and Propose
Page 27 and 28: strength, then the dowel could bend
Page 29 and 30: P III s = k3 ⋅D⋅ts ⋅F ( 2 + R
Page 31 and 32: The areas under the shear diagram c
Page 33 and 34: and F es = 1728 psi) (see Sections
Page 35 and 36: Figure 3-7 Combined Shear - Bending
Page 37 and 38: 3.5 Additional Yield Model Equation
Page 39 and 40: need to know the required load and
Page 41 and 42: Using the equivalent bolt diameter,
Page 43 and 44: 4. Peg Testing Procedures and Analy
Page 45 and 46: dowel diameter and the intercept of
Page 47 and 48: were taken for two orientations (e.
Page 49 and 50: affected by the deformation in the
Page 51 and 52: Figure 4-6 Orientation of Prelimina
Page 53 and 54: The main purpose of the full-size t
Page 55 and 56: 5. Test Results 5.1 Introduction Th
Page 57 and 58: Table 5-1 Bending Test Correlation
Page 59 and 60: Table 5-4 Bending Yield Strength Re
Page 61 and 62: 5.3 Shear Test Results 181 shear te
Page 63 and 64: 0.90 0.90 Specific Gravity 0.80 0.7
Page 65 and 66:
Yield Stress τ (psi.) 3/4" Red Oak
Page 67 and 68:
5.4 Dowel Bearing Test Results The
Page 69 and 70:
obtained from shear tests at variou
Page 71 and 72:
To obtain allowable stress design v
Page 73 and 74:
l e l v Figure 6-1 Full-size Test D
Page 75 and 76:
each mode in the general yield mode
Page 77 and 78:
7. Conclusions and Recommendations
Page 79 and 80:
Appendix A Derivation of Dowel Rota
Page 81 and 82:
Appendix C NDS Yield Mode II, Alter
Page 83 and 84:
Appendix D NDS Mode III s , Alterna
Page 86 and 87:
Appendix E Standard Test Setup for
Page 88 and 89:
Appendix G Bending Test Data Summar
Page 90 and 91:
Summary of Bending Tests: Last Revi
Page 92 and 93:
Appendix H Shear Test Data Summary
Page 94 and 95:
Summary of 1-1/4" Red Oak Shear Tes
Page 96 and 97:
Summary of 1" White Oak Shear Tests
Page 98 and 99:
Appendix I Dowel Bearing Data Summa
Page 100 and 101:
Bibliography Abe M., and Kawaguchi,
Page 102:
Soltis, L. A.; Karnasudirdja, S.; L
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Timber Frame Tension Joinery - Timber Frame Engineering Council

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