California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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California. California Building Code Preface This document is the second part of 11 parts of the official triennial compilation and publication of adoptions , amendments and repeal of building regulations to the California Code of ...
California. California Building Code Preface This document is the second part of 11 parts of the official triennial compilation and publication of adoptions , amendments and repeal of building regulations to the California Code of ...
Page XTC-35
... California chapter * DOSH has not adopted the 1997 edition of the Uniform Building Code . The 1995 edition of the California Building Code remains effective . CHAPTER 20 - LIGHTWEIGHT METALS LOCAL ENFORCING AUTHORITY LOCAL BUILDING ...
... California chapter * DOSH has not adopted the 1997 edition of the Uniform Building Code . The 1995 edition of the California Building Code remains effective . CHAPTER 20 - LIGHTWEIGHT METALS LOCAL ENFORCING AUTHORITY LOCAL BUILDING ...
Page XTC-36
... Building Code . The 1995 edition of the California Building Code remains effective . DHS AGR BOC BSC SPCB ឌ | × DSA 1 2 3 4 DOSH SL CHAPTER 22 - STEEL LOCAL ENFORCING AUTHORITY LOCAL BUILDING OFFICIAL LOCAL FIRE OFFICIAL HEALTH ...
... Building Code . The 1995 edition of the California Building Code remains effective . DHS AGR BOC BSC SPCB ឌ | × DSA 1 2 3 4 DOSH SL CHAPTER 22 - STEEL LOCAL ENFORCING AUTHORITY LOCAL BUILDING OFFICIAL LOCAL FIRE OFFICIAL HEALTH ...
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