California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 109
... inches ( mm ) . ld = development length , inches ( mm ) . = ldb applicable modification factors . ldb = basic development length , inches ( mm ) . Idh Inb Mn = development length of standard hook in tension , mea- sured from critical ...
... inches ( mm ) . ld = development length , inches ( mm ) . = ldb applicable modification factors . ldb = basic development length , inches ( mm ) . Idh Inb Mn = development length of standard hook in tension , mea- sured from critical ...
Page 155
... inches ( mm2 ) . Ac = area of compression element , square inches ( mm2 ) ( compression flange plus one third of area of web be- tween compression flange and neutral axis ) . Aw αι = area of cross section lying within 1.0 inch of a weld ...
... inches ( mm2 ) . Ac = area of compression element , square inches ( mm2 ) ( compression flange plus one third of area of web be- tween compression flange and neutral axis ) . Aw αι = area of cross section lying within 1.0 inch of a weld ...
Page 263
... inches ( 76 mm ) on center at exterior edges and 6 inches ( 152 mm ) on center at intermediate supports . Corrosion - resistant roofing nails with 7 / 16 - inch - diameter ( 11 mm ) head and 11 / 2 - inch ( 38 mm ) length for 1 / 2 - inch ...
... inches ( 76 mm ) on center at exterior edges and 6 inches ( 152 mm ) on center at intermediate supports . Corrosion - resistant roofing nails with 7 / 16 - inch - diameter ( 11 mm ) head and 11 / 2 - inch ( 38 mm ) length for 1 / 2 - inch ...
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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