California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Page 2-47
... determined and documented by thorough inspection , review of all available related construc- tion documents , and performance of necessary testing and inves- tigations . Where samples from the existing structure are taken or in situ ...
... determined and documented by thorough inspection , review of all available related construc- tion documents , and performance of necessary testing and inves- tigations . Where samples from the existing structure are taken or in situ ...
Page 2-60
... Determining the effective plasticity index . The effective plasticity index to be used in the design shall be determined in accordance with the following procedures : 1. The plasticity index shall be determined for the upper 15 feet ...
... Determining the effective plasticity index . The effective plasticity index to be used in the design shall be determined in accordance with the following procedures : 1. The plasticity index shall be determined for the upper 15 feet ...
Page 2-60
... Determine the percent of clay in the soil and the predominant clay mineral . The predominant type of clay can be determined by performing the following tests and calculations and by using Fig- ure 18 - III - 15 . 3.1 Determine the ...
... Determine the percent of clay in the soil and the predominant clay mineral . The predominant type of clay can be determined by performing the following tests and calculations and by using Fig- ure 18 - III - 15 . 3.1 Determine the ...
Contents
Matrix Adoption Tables | XTC-1 |
Matrix Adoption Tables | XTC-3 |
of | XTC-27 |
Copyright | |
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1998 CALIFORNIA BUILDING accordance with Section Adopt entire UBC agency allowable stress Allowable Stress Design anchor bolts anchorage ASTM axial load bars beam braced frames building official calculated CALIFORNIA BUILDING CODE chapter column compression members compressive strength compressive stress computed concrete conform connections construction dead load deflection deformed design strength determined diameter diaphragm distance DOSH earthquake edge effective elements exceed factored flange flexural members foot Formula greater grout horizontal joint lateral forces less live load load combinations materials maximum ment minimum mm² mortar Nonbuilding structures nonprestressed OSHPD percent permitted plate pounds per square ratio requirements of Section seismic forces Seismic Zones shear reinforcement shear strength shear stress shear walls shotcrete slab soil spacing span specified in Section square inch MPa steel stiffener structural Table tensile thickness tion torsion UBC Standard Uniform Building Code vertical welded width wire yield strength