Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-197
... metal . All chips lodged between contacting surfaces shall be re- moved before assembly . 2011.5 Riveting . 2011.5.1 Driven head . The driven head of aluminum alloy riv- ets shall be of the flat or the cone - point type with dimensions ...
... metal . All chips lodged between contacting surfaces shall be re- moved before assembly . 2011.5 Riveting . 2011.5.1 Driven head . The driven head of aluminum alloy riv- ets shall be of the flat or the cone - point type with dimensions ...
Page 2-339
... Metal Plate Connected Wood Truss Construction , of the Truss Plate Institute Division VI - DESIGN STANDARD FOR STRUCTURAL GLUED BUILT -. 1997 UNIFORM BUILDING CODE 2321 2321.4 - SECTION 2321 METAL PLATE CONNECTED WOOD TRUSS DESIGN 2321.1 ...
... Metal Plate Connected Wood Truss Construction , of the Truss Plate Institute Division VI - DESIGN STANDARD FOR STRUCTURAL GLUED BUILT -. 1997 UNIFORM BUILDING CODE 2321 2321.4 - SECTION 2321 METAL PLATE CONNECTED WOOD TRUSS DESIGN 2321.1 ...
Page 2-484
... METAL LATH ) Roof covering ...... METAL - FRAME BUILDINGS ( See TYPE II BUILDINGS ) METAL LATH For exterior and interior plastering For horizontal assemblies of plaster For vertical assemblies of plaster METHODS OF CONSTRUCTION ...
... METAL LATH ) Roof covering ...... METAL - FRAME BUILDINGS ( See TYPE II BUILDINGS ) METAL LATH For exterior and interior plastering For horizontal assemblies of plaster For vertical assemblies of plaster METHODS OF CONSTRUCTION ...
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