Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Results 1-3 of 46
Page xv
... UBC Standard 23-1 Classification , Definition , Methods of Grading. UBC Standard 2-1 Noncombustible Material - Tests . 3-1 UBC Standard 7-1 and Materials UBC Standard 4-1 Proscenium Firesafety Curtains .. 3-3 Fire Tests of Building ...
... UBC Standard 23-1 Classification , Definition , Methods of Grading. UBC Standard 2-1 Noncombustible Material - Tests . 3-1 UBC Standard 7-1 and Materials UBC Standard 4-1 Proscenium Firesafety Curtains .. 3-3 Fire Tests of Building ...
Page xvi
... UBC Standard 23-2 Construction and Industrial Plywood .... 3-397 UBC Standard 23-3 Performance Standard for 3-425 Wood - based Structural - use Panels .... UBC Standard 23-4 Fire - retardant - treated Wood Tests on Durability and ...
... UBC Standard 23-2 Construction and Industrial Plywood .... 3-397 UBC Standard 23-3 Performance Standard for 3-425 Wood - based Structural - use Panels .... UBC Standard 23-4 Fire - retardant - treated Wood Tests on Durability and ...
Page 2-206
... UBC Standard 21-15 , Section 21.1506.7 , excluding the plasticity requirement . 4. Masonry units of clay or shale . 4.1 ASTM C 34 , Structural Clay Load - bearing Wall Tile 4.2 ASTM C 56 , Structural Clay Nonload - bearing Tile 4.3 UBC ...
... UBC Standard 21-15 , Section 21.1506.7 , excluding the plasticity requirement . 4. Masonry units of clay or shale . 4.1 ASTM C 34 , Structural Clay Load - bearing Wall Tile 4.2 ASTM C 56 , Structural Clay Nonload - bearing Tile 4.3 UBC ...
Contents
UBC Standard 21 Noncombustible MaterialTests | 2-4 |
153 | 2-28 |
UBC Standard 72 Fire Tests of Door Assemblies | 2-43 |
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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