California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 79
... ASTM C 289. If a result other than innocuous is obtained , test the cement - aggregate combina- tion according to ASTM C 227 using the cement corresponding to that on which the selection of concrete proportions was based ( see Section ...
... ASTM C 289. If a result other than innocuous is obtained , test the cement - aggregate combina- tion according to ASTM C 227 using the cement corresponding to that on which the selection of concrete proportions was based ( see Section ...
Page 80
... ASTM A 615 , A 616 and A 617 . 1903B.5.4.2 For plain wire for spiral reinforcement , see ASTM A 82 except that for wire with a specified yield strength f exceeding 60,000 psi ( 413.7 MPa ) , f 、, shall be the stress corresponding to a ...
... ASTM A 615 , A 616 and A 617 . 1903B.5.4.2 For plain wire for spiral reinforcement , see ASTM A 82 except that for wire with a specified yield strength f exceeding 60,000 psi ( 413.7 MPa ) , f 、, shall be the stress corresponding to a ...
Page 153
... ASTM C 618 25 Slag conforming to ASTM C 989 50 Silica fume conforming to ASTM C 1240 10 Total of fly ash or other pozzolans , slag and silica fume 502 Total of fly ash or other pozzolans and silica fume 352 The total cementitious ...
... ASTM C 618 25 Slag conforming to ASTM C 989 50 Silica fume conforming to ASTM C 1240 10 Total of fly ash or other pozzolans , slag and silica fume 502 Total of fly ash or other pozzolans and silica fume 352 The total cementitious ...
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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