Uniform Building Code |
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Page 256
... WHEN LENGTH OF SPLIT ON WIDE FACE IS : MULTIPLY TABULATED F VALUE BY : ( NOMINAL 2 - INCH LUMBER ) No split 1/2 x wide face 34 x wide face 1 x wide face 112 x wide face or more 2.00 1.67 1.50 1.33 1.00 WHEN LENGTH OF SPLIT ON WIDE ...
... WHEN LENGTH OF SPLIT ON WIDE FACE IS : MULTIPLY TABULATED F VALUE BY : ( NOMINAL 2 - INCH LUMBER ) No split 1/2 x wide face 34 x wide face 1 x wide face 112 x wide face or more 2.00 1.67 1.50 1.33 1.00 WHEN LENGTH OF SPLIT ON WIDE ...
Page 284
25 - C - 2 PART A - ALLOWABLE UNIT STRESSES FOR STRUCTURAL GLUED - LAMINATED CALIFORNIA REDWOOD VISUALLY GRADED1 2 3 Members stressed principally in axial tension or compression or in bending with load applied perpendicular to the wide ...
25 - C - 2 PART A - ALLOWABLE UNIT STRESSES FOR STRUCTURAL GLUED - LAMINATED CALIFORNIA REDWOOD VISUALLY GRADED1 2 3 Members stressed principally in axial tension or compression or in bending with load applied perpendicular to the wide ...
Page 285
Axially Loaded Bending About Y - Y Axis Loaded Parallel to Wide Faces of Laminations Bending About X - X Axis Loaded Perpendicular to Wide Faces of Laminations Extreme Fiber in Bending Extreme Fiber in Bending Horizontal Shear ...
Axially Loaded Bending About Y - Y Axis Loaded Parallel to Wide Faces of Laminations Bending About X - X Axis Loaded Perpendicular to Wide Faces of Laminations Extreme Fiber in Bending Extreme Fiber in Bending Horizontal Shear ...
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Contents
Part Definitions and Abbreviations | 17 |
Fireresistive Substitution | 33 |
Pedestrian Walkways | 34 |
Copyright | |
119 other sections not shown
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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