Building Standards: Uniform Building Code1985 - Building laws |
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Page 253
... lams to 302-20 10 % / L2D / DF 10 % / L2 / HF L3 / HF - 5 % / L2 / DF10 < 12 in . 12 in . to 15 in . 15 % / LI / DF ... lams 20 % / L1 / DF 20 % / L2 / DFS L3 / DFS 20 % / L2 / DFS 20 % / L2D / DF to < 12 in . 4 lams 302-20 10 % / L1 ...
... lams to 302-20 10 % / L2D / DF 10 % / L2 / HF L3 / HF - 5 % / L2 / DF10 < 12 in . 12 in . to 15 in . 15 % / LI / DF ... lams 20 % / L1 / DF 20 % / L2 / DFS L3 / DFS 20 % / L2 / DFS 20 % / L2D / DF to < 12 in . 4 lams 302-20 10 % / L1 ...
Page 261
... lams to 10 % / % - 1.8E / DF17 16F - E716 < 12 in . 12 in . to 15 in . > 15 in . 4 lams to 10 % / % - 1.8E / DF17 302-20 5 % / 6-1.8E / DF17 -- 10 % / % - 1.8E / HF17 < 12 in . 4 lams to 302-20 10 % / 4-1.5E / HF7 < 12 in . 12 in . to ...
... lams to 10 % / % - 1.8E / DF17 16F - E716 < 12 in . 12 in . to 15 in . > 15 in . 4 lams to 10 % / % - 1.8E / DF17 302-20 5 % / 6-1.8E / DF17 -- 10 % / % - 1.8E / HF17 < 12 in . 4 lams to 302-20 10 % / 4-1.5E / HF7 < 12 in . 12 in . to ...
Page 280
... lams to < 12 in . 12 in . to 15 in . 4 lams to < 12 in . 12 in . to 15 in . 4 lams to < 12 in . 12 in . to 15 in . 4 lams to < 12 in . 4 lams to < 12 in . 4 lams to < 12 in . 4 lams to < 12 in . 12 in . to 15 in . 4 lams to < 12 in ...
... lams to < 12 in . 12 in . to 15 in . 4 lams to < 12 in . 12 in . to 15 in . 4 lams to < 12 in . 12 in . to 15 in . 4 lams to < 12 in . 4 lams to < 12 in . 4 lams to < 12 in . 4 lams to < 12 in . 12 in . to 15 in . 4 lams to < 12 in ...
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Common terms and phrases
accordance adhesive allowable apply average bending bolt bonding characteristics checks combinations compression conform connector containing continuous covers cross section depth determined diameter dimension direction distance Douglas fir edge end joints equal equivalent exceed failure feet firm fourth grade Group half heart heavy holes inch Inner knots laminations lams least length less light limited load lumber machine manufactured marked masonry material maximum measured medium methods moisture content nominal outer panel parallel percent permitted piece pine pitch plate plywood pockets pounds procedures production provisions requirements rings sample seasoning Select shake shear shown side sizes slope of grain southern pine spaced species specified splits square streaks strength stress Structural surface Table tension test specimens thickness third Type U.B.C. Standard Uniform Building Code units values veneer visually wane weight western wide face width wood Zone