Uniform Building Code |
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Page 255
4 - inch - thick lumber is designed for use where the moisture content will exceed 19 percent for an extended period of time , the values COMPRESSION PARALLEL TO GRAIN Fc MODULUS OF ELASTICITY E 0.70 0.97 ( Footnotes continue on ...
4 - inch - thick lumber is designed for use where the moisture content will exceed 19 percent for an extended period of time , the values COMPRESSION PARALLEL TO GRAIN Fc MODULUS OF ELASTICITY E 0.70 0.97 ( Footnotes continue on ...
Page 284
Bending About Y - Y Axis Loaded Perpendicular to Wide Faces of Laminations Axially Loaded Bending About X - X Axis Loaded Parallel to Wide Faces of the Laminations Extreme Fiber in Bending Compression PerpenTension Compression dicular ...
Bending About Y - Y Axis Loaded Perpendicular to Wide Faces of Laminations Axially Loaded Bending About X - X Axis Loaded Parallel to Wide Faces of the Laminations Extreme Fiber in Bending Compression PerpenTension Compression dicular ...
Page 285
25 - C - 2 PART B - ALLOWABLE UNIT STRESSES FOR STRUCTURAL GLUED - LAMINATED CALIFORNIA REDWOOD VISUALLY GRADED1 2 3 7 8 Members stressed principally in axial tension , axial compression or in bending with load applied parallel to the ...
25 - C - 2 PART B - ALLOWABLE UNIT STRESSES FOR STRUCTURAL GLUED - LAMINATED CALIFORNIA REDWOOD VISUALLY GRADED1 2 3 7 8 Members stressed principally in axial tension , axial compression or in bending with load applied parallel to the ...
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Contents
Part Definitions and Abbreviations | 17 |
Fireresistive Substitution | 33 |
Pedestrian Walkways | 34 |
Copyright | |
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Common terms and phrases
accordance additional allowable applied approved axial bars beam bearing bending building official Chapter column combination comply compression compressive stress computed concrete conform connections considered construction continuous covered Decking determined direction distance Division edge effective elasticity elements equipment exceed EXCEPTION exit exterior walls face factor feet fiber fire fire-resistive flexural floor foot forces Formula framing grade grain greater Group height horizontal hour inches increased inspection installed joints lateral least length less limited live load located masonry materials maximum modulus nails Occupancies one-hour openings panel parallel percent permitted placed portion protected ratio reinforcement resist roof rooms Section Select Structural separation shear side slab space span specified square steel storage story strength stress Structural Stud surface Table tension thickness Type U.B.C. Standard unit values vertical walls welds wide width wood