Preface |
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xiii | |
Introduction |
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xvii | |
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Introduction to Timber Framing |
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3 | (14) |
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4 | (1) |
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5 | (1) |
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6 | (1) |
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7 | (1) |
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8 | (1) |
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Joinery, Aesthetic, and Timber Quality |
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8 | (2) |
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10 | (1) |
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11 | (1) |
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12 | (1) |
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13 | (1) |
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14 | (1) |
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15 | (2) |
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17 | (16) |
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The Timber Framer's Tool Box |
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19 | (14) |
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21 | (1) |
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21 | (4) |
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25 | (3) |
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28 | (3) |
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31 | (2) |
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Structural Design Considerations |
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33 | (14) |
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Post and Lintel Framework |
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36 | (1) |
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36 | (1) |
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36 | (1) |
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37 | (1) |
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38 | (1) |
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38 | (1) |
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39 | (2) |
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Secondary Frame Members Within a Bent |
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41 | (2) |
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Transferring Loads with Secondary Members |
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43 | (4) |
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Bent Framing & Joinery Design |
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47 | (43) |
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49 | (17) |
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50 | (1) |
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51 | (2) |
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53 | (2) |
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55 | (1) |
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Depth of Dovetail Mortises on Supporting Members |
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56 | (2) |
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Sizing Joist & Purlin Dovetail Tenons |
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58 | (1) |
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Beams Notched at the Bottom |
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59 | (1) |
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Spacing Floor Joists & Purlins |
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60 | (1) |
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60 | (2) |
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Stresses Acting on a Beam |
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62 | (1) |
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62 | (1) |
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62 | (1) |
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Shearing Stresses within a Simple Beam |
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63 | (1) |
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Formula to Determine Tenon Shear |
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63 | (3) |
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66 | (9) |
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67 | (1) |
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67 | (1) |
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67 | (1) |
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68 | (1) |
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Compression Perpendicular to the Grain |
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68 | (1) |
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Compression Parallel to the Grain |
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68 | (1) |
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69 | (1) |
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69 | (1) |
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69 | (1) |
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70 | (1) |
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71 | (1) |
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72 | (1) |
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The Effects of Compression and Tension on Knee Braces |
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73 | (2) |
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75 | (15) |
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77 | (1) |
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Horizontal Shear of Simple Beams |
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78 | (1) |
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Shearing Forces in Tension Joint |
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79 | (1) |
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Shear Failure Perpendicular to the Grain |
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80 | (1) |
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Traditional Tie Beam Joinery Details |
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81 | (1) |
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81 | (1) |
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Tie Beam to Plate Joinery |
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81 | (1) |
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81 | (1) |
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82 | (1) |
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Shouldered Mortise and Tenon |
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83 | (1) |
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Wedged Half Dovetailed/Shouldered Mortise & Tenon |
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84 | (1) |
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85 | (2) |
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Modified English Tying Joint |
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87 | (3) |
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90 | (15) |
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91 | (2) |
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Forces Acting on a Structural Framework |
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93 | (1) |
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Transfer of Roof Loads on a High Posted Cape |
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94 | (1) |
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Compression, Tension and Shearing Stresses |
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95 | (2) |
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Compression and Tension Members |
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97 | (1) |
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97 | (1) |
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Table 1: Basic Stresses for Clear Wood under Long-Time Loading |
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98 | (1) |
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Equation to Determine Shear of Tenon |
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98 | (1) |
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Equation to Determine Shear Strength of Pegs |
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98 | (3) |
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Equation to Calculate Strength of Mortise |
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101 | (1) |
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Table 2: Basic Stresses for Bolted Joints |
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101 | (2) |
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Designing Tension Joinery |
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103 | (2) |
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Roof Framing & Truss Design |
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105 | (26) |
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106 | (16) |
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108 | (2) |
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110 | (2) |
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112 | (1) |
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113 | (1) |
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113 | (3) |
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116 | (2) |
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118 | (4) |
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122 | (9) |
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Theory of Truss Mechanics |
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122 | (1) |
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123 | (1) |
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Balancing Structure and Aesthetics |
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124 | (1) |
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125 | (1) |
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125 | (1) |
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126 | (1) |
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Equations of Static Equilibrium |
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127 | (1) |
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Determining Resultant Forces |
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127 | (4) |
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131 | (24) |
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132 | (6) |
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Traditional Timber Framing Species |
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132 | (1) |
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133 | (1) |
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Visual & Structural Grading |
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134 | (1) |
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135 | (1) |
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135 | (1) |
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136 | (1) |
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Comparative Strength of Timbers with Various Grain Slopes |
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136 | (1) |
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Determining Subtle Qualities |
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137 | (1) |
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Working with Green Timbers |
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138 | (6) |
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139 | (1) |
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Tension & Compression Wood |
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140 | (1) |
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Methods of Curing or Seasoning |
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140 | (1) |
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141 | (1) |
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142 | (1) |
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Shrinkage Values of Domestic Woods |
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143 | (1) |
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Physical Properties of Wood |
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144 | (11) |
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Joinery Design to Minimize Defects due to Shrinkage |
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145 | (1) |
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Formula For Determining Shrinkage In Various Species of Wood |
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146 | (1) |
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Effects of Milling on Twisting, Warping and Bowing |
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147 | (1) |
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Shrinkage Based on Milling |
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148 | (3) |
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Determining Timber Size and Joinery in Relation to Shrinkage |
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151 | (1) |
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Shrinkage in a Housed Joint |
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151 | (1) |
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152 | (1) |
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152 | (1) |
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153 | (2) |
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155 | (8) |
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156 | (1) |
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157 | (1) |
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158 | (1) |
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158 | (1) |
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159 | (1) |
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160 | (1) |
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Layout of Mortises & Tenons |
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160 | (1) |
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Measure Twenty Seven Times - Cut Once |
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161 | (2) |
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163 | (22) |
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Bent Framing Members & Joints |
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165 | (1) |
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166 | (2) |
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168 | (1) |
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Wedged Half Dovetailed Through Tenon |
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168 | (2) |
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English Tying Joint with Continuous Top Plate |
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170 | (1) |
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170 | (1) |
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English Tying Joint with Intermediate Top Plate |
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171 | (1) |
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172 | (2) |
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Rafter Peak/King Post Joint |
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174 | (2) |
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176 | (2) |
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178 | (1) |
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179 | (1) |
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179 | (1) |
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Dovetailed Purlin/Rafter, Joist/Summer Beam Joint |
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180 | (2) |
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182 | (1) |
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183 | (2) |
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185 | (18) |
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188 | (3) |
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191 | (1) |
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24'x24' High Post Cape Frame |
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192 | (3) |
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195 | (1) |
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196 | (5) |
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201 | (2) |
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Builders Math & Engineering |
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203 | (25) |
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204 | (10) |
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204 | (1) |
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Equations to find Rise & Run |
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205 | (1) |
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206 | (1) |
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Determining Trigonometric Ratios |
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207 | (2) |
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Formula to Determine Sine, Gosine & Tangent of a Right Triangle |
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209 | (1) |
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Using Trig to Facilitate Layout |
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210 | (1) |
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Trigonometric Ratios (table) |
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211 | (1) |
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212 | (2) |
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214 | (14) |
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215 | (3) |
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Shearing Stresses on Pegged Joinery |
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218 | (1) |
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219 | (1) |
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219 | (1) |
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Safe Shearing Stresses for Timbers (table) |
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220 | (2) |
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222 | (1) |
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223 | (1) |
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224 | (1) |
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224 | (1) |
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224 | (1) |
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225 | (1) |
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226 | (2) |
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Answers to Problems on Pages 212-213 |
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228 | (1) |
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229 | (7) |
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Tables of Mechanical Properties of Wood |
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230 | (2) |
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Basic Stresses for Clear Wood under Long-Term Loading (table) |
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232 | (2) |
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234 | (2) |
Glossary |
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236 | (6) |
Bibliography |
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242 | (1) |
Index |
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243 | |