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 ...
... 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 ...
Contents
UBC Standard 21 Noncombustible MaterialTests | 22 |
Review the building for conformity with the occupancy requirements in Sections 303 through 312 | 2-10 |
Review the building for conformity with structural engineering regulations and requirements for materials of construction See Chap | 2-23 |
Copyright | |
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1997 UNIFORM BUILDING accordance with Section allowable stress Allowable Stress Design anchor applied ASTM axial load bars beam bending bolts braced building official calculated column compression members compressive strength compressive stress computed concrete conform connections construction dead load deflection design strength determined diameter diaphragm distance edge effective elements exceed factored flange flexural members foot Formula frame grout horizontal joints joists kN/m² less live load load combinations longitudinal lumber masonry materials maximum ment minimum mm² modulus of elasticity nominal nonbuilding structures nonprestressed panel permitted piles plate plywood pounds per square precast ratio requirements of Section resist 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 studs Table tensile thickness tion torsion UBC Standard UNIFORM BUILDING CODE vertical welded width wire wood yield strength