Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-43
... 1997 UNIFORM BUILDING CODE TABLE 18-1 - A TABLE 18-1. 1997 UNIFORM BUILDING CODE 1801 1804.7 SECTION 1801 SCOPE 1801.1 General . This chapter sets forth requirements for exca- vation and fills for any building or structure and for ...
... 1997 UNIFORM BUILDING CODE TABLE 18-1 - A TABLE 18-1. 1997 UNIFORM BUILDING CODE 1801 1804.7 SECTION 1801 SCOPE 1801.1 General . This chapter sets forth requirements for exca- vation and fills for any building or structure and for ...
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 ...
Page 2-269
... 1997 UNIFORM BUILDING CODE Division XI - DESIGN STANDARD. 1997 UNIFORM BUILDING CODE 2222 2222.5 SECTION 2222 — GENERAL PROVISIONS - 2222.1 Scope . This division shall apply to pallet racks , movable shelf racks and stacker - racks made ...
... 1997 UNIFORM BUILDING CODE Division XI - DESIGN STANDARD. 1997 UNIFORM BUILDING CODE 2222 2222.5 SECTION 2222 — GENERAL PROVISIONS - 2222.1 Scope . This division shall apply to pallet racks , movable shelf racks and stacker - racks made ...
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