California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 167
... grout ingredients and the masonry units to be used . The grout shall be specified by the c proportion of its constituents in terms of parts by volume . For coarse grout , the coarse and fine aggregates shall be combined such that the ...
... grout ingredients and the masonry units to be used . The grout shall be specified by the c proportion of its constituents in terms of parts by volume . For coarse grout , the coarse and fine aggregates shall be combined such that the ...
Page 168
... grout and for a period of 24 hours where Type III portland cement is used . 2104B.3.5 Placing grout and protection of grouted mason- ry . When air temperatures fall below 40 ° F ( 4.5 ° C ) , grout mixing water and aggregate shall be ...
... grout and for a period of 24 hours where Type III portland cement is used . 2104B.3.5 Placing grout and protection of grouted mason- ry . When air temperatures fall below 40 ° F ( 4.5 ° C ) , grout mixing water and aggregate shall be ...
Page 188
... grout 1 Coarse 1 grout TABLE 21B - B - GROUT PROPORTIONS BY VOLUME1 AGGREGATE MEASURED IN A DAMP , LOOSE CONDITION PARTS BY VOLUME OF HYDRATED LIME OR LIME PUTTY Fine Coarse 0 to 1/10 21/4 to 3 times the sum of the volumes of the ...
... grout 1 Coarse 1 grout TABLE 21B - B - GROUT PROPORTIONS BY VOLUME1 AGGREGATE MEASURED IN A DAMP , LOOSE CONDITION PARTS BY VOLUME OF HYDRATED LIME OR LIME PUTTY Fine Coarse 0 to 1/10 21/4 to 3 times the sum of the volumes of the ...
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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