California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 80
... permitted ) , and 2. More than 15 percent by weight of fly ash or other pozzolans shall be permitted to be substituted for ASTM C150 portland ce- ment if the mix design is proportioned by Method B or C. See Sec- tion 1904B for ...
... permitted ) , and 2. More than 15 percent by weight of fly ash or other pozzolans shall be permitted to be substituted for ASTM C150 portland ce- ment if the mix design is proportioned by Method B or C. See Sec- tion 1904B for ...
Page 90
... permitted therein . 1908B.2.3 In design for wind and earthquake loads , integral structural parts shall be designed to resist the total lateral loads . 1908B.2.4 Consideration shall be given to effects of forces due to prestressing ...
... permitted therein . 1908B.2.3 In design for wind and earthquake loads , integral structural parts shall be designed to resist the total lateral loads . 1908B.2.4 Consideration shall be given to effects of forces due to prestressing ...
Page 91
... permitted to assume as fixed , far ends of columns built integrally with the structure . 1908B.8.4 Resistance to moments at any floor or roof level shall be provided by distributing the moment between columns imme- diately above and ...
... permitted to assume as fixed , far ends of columns built integrally with the structure . 1908B.8.4 Resistance to moments at any floor or roof level shall be provided by distributing the moment between columns imme- diately above and ...
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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