California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Page x
... Chapter 28 Mechanical Systems 1-281 Excerpts from Chapter 23 Wood Section 2801 Mechanical Code 1-281 Section 2802 Refrigeration System Machinery Room 1-281 Chapter 24 Glass and Glazing Section 2401 Scope Chapter 29 Plumbing Systems 1 ...
... Chapter 28 Mechanical Systems 1-281 Excerpts from Chapter 23 Wood Section 2801 Mechanical Code 1-281 Section 2802 Refrigeration System Machinery Room 1-281 Chapter 24 Glass and Glazing Section 2401 Scope Chapter 29 Plumbing Systems 1 ...
Page 79
... Chapter 22 Chapter 23 CAC CA CAC DODO CAC CACACACAUA CAC CAC CACACA CA. Shear ( see REINFORCED CONCRETE ) Shotcrete Slab - on - grade foundations Slabs on grade , minimum thickness Special inspection Specified compressive strength ...
... Chapter 22 Chapter 23 CAC CA CAC DODO CAC CACACACAUA CAC CAC CACACA CA. Shear ( see REINFORCED CONCRETE ) Shotcrete Slab - on - grade foundations Slabs on grade , minimum thickness Special inspection Specified compressive strength ...
Page 98
... Chapter 11A - Correct Sec- tion 1110A to read Sections 1110A - 1110A.2 . Chapter 15 - Correct reference to Sections 1507.7.1-1507.1.1.3 to read Section 1507.7.1 as adopted by DSA - SS , OSHPD 1 , 2 & 4. Chap- ter 25 - Add an " X " for ...
... Chapter 11A - Correct Sec- tion 1110A to read Sections 1110A - 1110A.2 . Chapter 15 - Correct reference to Sections 1507.7.1-1507.1.1.3 to read Section 1507.7.1 as adopted by DSA - SS , OSHPD 1 , 2 & 4. Chap- ter 25 - Add an " X " for ...
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