California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 88
... protecting concrete shall be considered , or other protec- tion shall be provided . 1907B.7.6 Future extensions . Exposed reinforcement , inserts and plates intended for bonding with future extensions shall be protected from corrosion ...
... protecting concrete shall be considered , or other protec- tion shall be provided . 1907B.7.6 Future extensions . Exposed reinforcement , inserts and plates intended for bonding with future extensions shall be protected from corrosion ...
Page 149
... protected from moisture in service Other reinforced concrete construction MAXIMUM WATER - SOLUBLE CHLORIDE ION ( CI ) IN CONCRETE , PERCENTAGE BY WEIGHT OF CEMENTITIOUS MATERIALS 0.06 0.15 1.00 0.30 TABLE 19B - B CACA TABLE 19B - A ...
... protected from moisture in service Other reinforced concrete construction MAXIMUM WATER - SOLUBLE CHLORIDE ION ( CI ) IN CONCRETE , PERCENTAGE BY WEIGHT OF CEMENTITIOUS MATERIALS 0.06 0.15 1.00 0.30 TABLE 19B - B CACA TABLE 19B - A ...
Page 157
... protected against corrosion . 2004B.3 Dissimilar Materials . Where aluminum alloy parts are in contact with dissimilar metals , other than stainless , alumi- nized or galvanized steel or absorbent building materials likely to be ...
... protected against corrosion . 2004B.3 Dissimilar Materials . Where aluminum alloy parts are in contact with dissimilar metals , other than stainless , alumi- nized or galvanized steel or absorbent building materials likely to be ...
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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