California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 247
... 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 Tension Extreme Fiber in Bending Foxx Compression Perpendicular ...
... 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 Tension Extreme Fiber in Bending Foxx Compression Perpendicular ...
Page 250
... Laminations AXIALLY LOADED Tension Parallel to Grain to Grain F Extreme Fiber in Bending ? Foyy Compression Parallel 4 or More Lams ( For members Horizontal Shear Fyyy BENDING ABOUT X - X AXIS Loaded Perpen- dicular to Wide Faces of ...
... Laminations AXIALLY LOADED Tension Parallel to Grain to Grain F Extreme Fiber in Bending ? Foyy Compression Parallel 4 or More Lams ( For members Horizontal Shear Fyyy BENDING ABOUT X - X AXIS Loaded Perpen- dicular to Wide Faces of ...
Page 251
... laminations or using multiple - piece laminations with bonded edge joints , the horizontal shear values tabulated in Columns 13 , 14 and 15 apply . 11The design values in Column 16 are for members of from two laminations to 15 inches ...
... laminations or using multiple - piece laminations with bonded edge joints , the horizontal shear values tabulated in Columns 13 , 14 and 15 apply . 11The design values in Column 16 are for members of from two laminations to 15 inches ...
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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