California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Page 2-103
... materials shall be those for proposed work . 2. Trial mixtures having proportions and consistencies re- quired for proposed work shall be made using at least three different water - cementitious materials ratios or cementi- tious materials ...
... materials shall be those for proposed work . 2. Trial mixtures having proportions and consistencies re- quired for proposed work shall be made using at least three different water - cementitious materials ratios or cementi- tious materials ...
Page 2-184
... materials for concrete shall be estab- lished to provide : 1. Workability and consistency to permit concrete to be worked readily into forms and around reinforcement under conditions of placement to be employed without segregation or ...
... materials for concrete shall be estab- lished to provide : 1. Workability and consistency to permit concrete to be worked readily into forms and around reinforcement under conditions of placement to be employed without segregation or ...
Page 17
... materials shall be installed be- tween the floor and base materials required by Section 1825.2 . EXCEPTION : Where a separate floor is provided above a con- crete slab , the dampproofing may be installed on top of the slab . 1823.2 ...
... materials shall be installed be- tween the floor and base materials required by Section 1825.2 . EXCEPTION : Where a separate floor is provided above a con- crete slab , the dampproofing may be installed on top of the slab . 1823.2 ...
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