California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Page 2-23
... Soil Profile Types SA through SF in accordance with Table 16 - J . and ds NCH = n 1636.2 Definitions . Soil profile types are defined as follows : SA Hard rock with measured shear wave velocity , v , > 5,000 ft./sec . ( 1500 m / s ) . i ...
... Soil Profile Types SA through SF in accordance with Table 16 - J . and ds NCH = n 1636.2 Definitions . Soil profile types are defined as follows : SA Hard rock with measured shear wave velocity , v , > 5,000 ft./sec . ( 1500 m / s ) . i ...
Page 2-38
... Soil Profile Types SA through SF in accordance with Table 16A - J . 1998 CALIFORNIA BUILDING CODE N = i = 1 dmund te N the left ( 36A - 2 ) bangin and 1636A.2 Definitions . Soil profile types are defined as follows : d , SA Hard rock ...
... Soil Profile Types SA through SF in accordance with Table 16A - J . 1998 CALIFORNIA BUILDING CODE N = i = 1 dmund te N the left ( 36A - 2 ) bangin and 1636A.2 Definitions . Soil profile types are defined as follows : d , SA Hard rock ...
Page 2-60
... SOIL CLASSIFICATION- EXPANSIVE SOIL 1803.1 General . For the purposes of this chapter , the definition and classification of soil materials for use in Table 18 - I - A shall be according to UBC Standard 18-1 . 1803.2 Expansive Soil ...
... SOIL CLASSIFICATION- EXPANSIVE SOIL 1803.1 General . For the purposes of this chapter , the definition and classification of soil materials for use in Table 18 - I - A shall be according to UBC Standard 18-1 . 1803.2 Expansive Soil ...
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