Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - 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 2-207
... Materials : Handling , Storage and Preparation . All materials shall comply with applicable requirements of Section 2102. Storage , handling and preparation at the site shall conform also to the following : 1. Masonry materials shall be ...
... Materials : Handling , Storage and Preparation . All materials shall comply with applicable requirements of Section 2102. Storage , handling and preparation at the site shall conform also to the following : 1. Masonry materials shall be ...
Page 2-417
... 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
UBC Standard 21 Noncombustible MaterialTests | 2-4 |
153 | 2-28 |
UBC Standard 72 Fire Tests of Door Assemblies | 2-43 |
Copyright | |
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1997 UNIFORM BUILDING accordance with Section allowable stress Allowable Stress Design analysis anchor applied ASTM axial load bars beam bending bolts building official calculated column compression members compressive strength computed concrete connections construction dead load deflection deformed design strength Design Value determined diameter diaphragm displacement distance earthquake edge effects elements exceed factored feet flange flexural members floor foot Formula grout horizontal joints joists kN/m² lateral forces less live load load combinations longitudinal lumber masonry maximum ment minimum modulus of elasticity nominal nonbuilding structures nonprestressed panel permitted plate plywood pounds per square precast ratio requirements of Section roof seismic forces Seismic Zones Select Structural shear reinforcement shear strength shear stress shear walls shotcrete slab soil spacing span specified in Section square inch MPa steel story studs Table tensile thickness tion torsion UBC Standard UNIFORM BUILDING CODE vertical welded width wire wood yield strength