Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Results 1-3 of 3
Page xv
... Proscenium Firesafety Curtains .. 3-3 Fire Tests of Building Construction 3-9 UBC Standard 7-2 Fire Tests of Door Assemblies UBC Standard 7-3 Tinclad Fire Doors 3-19 .... UBC Standard 15-7 Automatic Smoke and Heat Vents 3-325 UBC ...
... Proscenium Firesafety Curtains .. 3-3 Fire Tests of Building Construction 3-9 UBC Standard 7-2 Fire Tests of Door Assemblies UBC Standard 7-3 Tinclad Fire Doors 3-19 .... UBC Standard 15-7 Automatic Smoke and Heat Vents 3-325 UBC ...
Page 2-478
... PROSCENIUM 1905 1905.10 Chapter 19 1904 1905.12 1905.13 CONSTRUCTION MATERIAL Allowed in streets CONVENTIONAL LIGHT - FRAME CONSTRUCTION CORBELING ( see MASONRY , corbels ) CORNICES ( see also TYPES OF CONSTRUCTION ) CORRIDORS As ...
... PROSCENIUM 1905 1905.10 Chapter 19 1904 1905.12 1905.13 CONSTRUCTION MATERIAL Allowed in streets CONVENTIONAL LIGHT - FRAME CONSTRUCTION CORBELING ( see MASONRY , corbels ) CORNICES ( see also TYPES OF CONSTRUCTION ) CORRIDORS As ...
Page 2-486
... PROSCENIUM Sprinklers required PROSCENIUM CURTAIN , required PROTECTIVE MEMBRANE PUBLIC GARAGE ( see GARAGE , PUBLIC ) PUBLIC PROPERTY , use during construction PUBLIC WAY , definition PUMP , fuel dispensing , separation from retail ...
... PROSCENIUM Sprinklers required PROSCENIUM CURTAIN , required PROTECTIVE MEMBRANE PUBLIC GARAGE ( see GARAGE , PUBLIC ) PUBLIC PROPERTY , use during construction PUBLIC WAY , definition PUMP , fuel dispensing , separation from retail ...
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