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Page 268
Specific horizontal shear values may be established by using the following tables
when the length of split or check is known : WHEN LENGTH OF SPLIT ON WIDE
FACE IS : MULTIPLY TABULATED F VALUE BY : ( NOMINAL 2 - INCH ...
Specific horizontal shear values may be established by using the following tables
when the length of split or check is known : WHEN LENGTH OF SPLIT ON WIDE
FACE IS : MULTIPLY TABULATED F VALUE BY : ( NOMINAL 2 - INCH ...
Page 296
833 The combinations in this table are intended primarily for members stressed
in bending due to loads applied perpendicular to the wide faces of the
laminations for members with four or more laminations . Stresses are tabulated ,
however ...
833 The combinations in this table are intended primarily for members stressed
in bending due to loads applied perpendicular to the wide faces of the
laminations for members with four or more laminations . Stresses are tabulated ,
however ...
Page 297
... 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 wide faces of the
laminations of ...
... 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 wide faces of the
laminations of ...
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Contents
Effective Use of the Uniform Building Code | 19 |
Part Administrative | 25 |
201 | 28 |
Copyright | |
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Common terms and phrases
accordance additional allowable applied approved assembly bars beam bearing bending building official ceiling Chapter column compression computed concrete conform connections considered construction continuous covering Decking determined diameter direction distance Division doors effective elements equal equipment exceed EXCEPTION exit exterior walls face factor feet fire fire-resistive flexural floor foot forces Formula framing grade grain greater Group height horizontal inches increased installed joints lateral least length less limited liquids load located lumber masonry materials maximum metal nails noncombustible Occupancies one-hour openings parallel percent permitted placed portion pounds protected reinforcement resist roof rooms Select Structural separation shear side slab solid space span Special specified square feet steel storage story strength stress Structural Stud surface Table tension tests thickness Type U.B.C. Standard units values vertical walls welds wide width wire wood