California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 94
... thickness of slabs or other two - way construction designed in accordance with the provisions of Section 1913B and conforming with the require- ments of Section 1913B.6.1.2 . The thickness of slabs without inte- rior beams spanning ...
... thickness of slabs or other two - way construction designed in accordance with the provisions of Section 1913B and conforming with the require- ments of Section 1913B.6.1.2 . The thickness of slabs without inte- rior beams spanning ...
Page 146
... thickness of reinforced gypsum concrete shall be 2 inches ( 51 mm ) except the thickness may be re- duced to 1/2 inches ( 38 mm ) , provided all of the following condi- tions are satisfied : 1. The overall thickness , including the ...
... thickness of reinforced gypsum concrete shall be 2 inches ( 51 mm ) except the thickness may be re- duced to 1/2 inches ( 38 mm ) , provided all of the following condi- tions are satisfied : 1. The overall thickness , including the ...
Page 173
... thickness . 2106B.2.3.1 Single - wythe walls . The effective thickness of single - wythe walls of either solid or hollow units is the specified thickness of the wall . 2106B.2.3.2 Multiwythe walls . The effective thickness of mul ...
... thickness . 2106B.2.3.1 Single - wythe walls . The effective thickness of single - wythe walls of either solid or hollow units is the specified thickness of the wall . 2106B.2.3.2 Multiwythe walls . The effective thickness of mul ...
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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