Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page xii
... Division II Design Standard for Load and Resistance Section 1922 Structural Plain Concrete 2-165 Factor Design Specification for Structural Steel Buildings 2-239 Division III Design Standard for Anchorage to Concrete . 2-168 Section ...
... Division II Design Standard for Load and Resistance Section 1922 Structural Plain Concrete 2-165 Factor Design Specification for Structural Steel Buildings 2-239 Division III Design Standard for Anchorage to Concrete . 2-168 Section ...
Page xiii
... Division XI Design Standard for Structural Applications of Steel Cables for Buildings Excerpts from Chapter 24 Glass and Glazing 2-379 2-272 Excerpts from Chapter 25 Section 2230 Adoption 2-272 Gypsum Board and Plaster 2-381 Chapter 23 ...
... Division XI Design Standard for Structural Applications of Steel Cables for Buildings Excerpts from Chapter 24 Glass and Glazing 2-379 2-272 Excerpts from Chapter 25 Section 2230 Adoption 2-272 Gypsum Board and Plaster 2-381 Chapter 23 ...
Page 2-97
International Conference of Building Officials. Chapter 19 CONCRETE NOTE : This is a new division . Division I- GENERAL Division II Copyright by the American Concrete Institute and reproduced. 1997 UNIFORM BUILDING CODE 1900 1900.4.6 ...
International Conference of Building Officials. Chapter 19 CONCRETE NOTE : This is a new division . Division I- GENERAL Division II Copyright by the American Concrete Institute and reproduced. 1997 UNIFORM BUILDING CODE 1900 1900.4.6 ...
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/mē 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