California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 242
... bending design values for repetitive member uses ( F. C , ) for decking have already been multiplied by the ... bending members . 2The volume factor , Cy , shall apply only to glued - laminated timber bending members . 3The flat - use ...
... bending design values for repetitive member uses ( F. C , ) for decking have already been multiplied by the ... bending members . 2The volume factor , Cy , shall apply only to glued - laminated timber bending members . 3The flat - use ...
Page 245
... BENDING ABOUT X - X AXIS Loaded Perpendicular to Wide Faces of Laminations BENDING ABOUT Y - Y AXIS Loaded Parallel to Wide Faces of Laminations SPECIES COMBI- NATION SYM- BOL4 OUTER LAMINA- TIONS / Extreme Fiber in CORE LAMINA- TIONS5 ...
... BENDING ABOUT X - X AXIS Loaded Perpendicular to Wide Faces of Laminations BENDING ABOUT Y - Y AXIS Loaded Parallel to Wide Faces of Laminations SPECIES COMBI- NATION SYM- BOL4 OUTER LAMINA- TIONS / Extreme Fiber in CORE LAMINA- TIONS5 ...
Page 247
... BENDING ABOUT X - X AXIS Loaded Perpendicular to Wide Faces of Laminations BENDING ABOUT Y - Y AXIS Loaded Parallel to Wide Faces of Laminations SPECIES COMBI- NATION SYM- BOL4 OUTER LAMINA- AXIALLY LOADED TIONS / CORE LAMINA- TIONS5 ...
... BENDING ABOUT X - X AXIS Loaded Perpendicular to Wide Faces of Laminations BENDING ABOUT Y - Y AXIS Loaded Parallel to Wide Faces of Laminations SPECIES COMBI- NATION SYM- BOL4 OUTER LAMINA- AXIALLY LOADED TIONS / CORE LAMINA- TIONS5 ...
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Common terms and phrases
1998 CALIFORNIA BUILDING accordance with Section allowable stress analysis anchorage apply approved ASTM axial load bars beam bending bracing calculated CALIFORNIA BUILDING CODE column compression members compressive strength computed concrete conform construction dead load deflection deformed depth design values determined development length diameter diaphragm displacement ductile earthquake edge effects elements enforcement agency exceed face factor flange flexural members foot Formula frame grade greater grout isolation system joints joists laminations lateral forces less live load lumber materials maximum ment minimum modulus of elasticity N/mm² nails nominal Nonbuilding structures panel Parallel to Grain percent perpendicular pounds per square ratio requirements of Section resist roof seismic forces Seismic Zones Select structural shear reinforcement shear strength shear stress shear walls sheathing shotcrete slab spacing span specified in Section square inch MPa steel studs Table tensile tension thickness tion torsional UBC Standard vertical welded width wire wood WWPA yield strength