California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 163
... masonry shall be in accordance with this chapter . 2101B.2 Design Methods . Masonry shall comply with the pro- visions of one of the following design methods in this chapter as well as the requirements of Sections 2101B through 2105B ...
... masonry shall be in accordance with this chapter . 2101B.2 Design Methods . Masonry shall comply with the pro- visions of one of the following design methods in this chapter as well as the requirements of Sections 2101B through 2105B ...
Page 168
... masonry shall be laid when the tem- perature of the outside air is below 40 ° F ( 4.5 ° C ) unless approved methods are used during the construction to prevent damage to the masonry . Such methods shall include protection of the masonry ...
... masonry shall be laid when the tem- perature of the outside air is below 40 ° F ( 4.5 ° C ) unless approved methods are used during the construction to prevent damage to the masonry . Such methods shall include protection of the masonry ...
Page 188
... MASONRY , f'm ( psi ) BASED ON SPECIFYING THE COMPRESSIVE STRENGTH OF MASONRY UNITS COMPRESSIVE STRENGTH OF CLAY MASONRY UNITS1 , 2 ( psi ) × 6.89 for kPa 14,000 or more 12,000 10,000 8,000 6,000 4,000 COMPRESSIVE STRENGTH OF CONCRETE ...
... MASONRY , f'm ( psi ) BASED ON SPECIFYING THE COMPRESSIVE STRENGTH OF MASONRY UNITS COMPRESSIVE STRENGTH OF CLAY MASONRY UNITS1 , 2 ( psi ) × 6.89 for kPa 14,000 or more 12,000 10,000 8,000 6,000 4,000 COMPRESSIVE STRENGTH OF CONCRETE ...
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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