Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-99
... concrete with no reinforce- ment or with less reinforcement than the minimum amount speci- fied for reinforced concrete . PLAIN REINFORCEMENT is reinforcement that does not conform to definition of deformed reinforcement ...
... concrete with no reinforce- ment or with less reinforcement than the minimum amount speci- fied for reinforced concrete . PLAIN REINFORCEMENT is reinforcement that does not conform to definition of deformed reinforcement ...
Page 2-476
... reinforced concrete ( see REINFORCEMENT ) Wood ( see WOOD ) TYPES OF CONSTRUCTION ) 504 BEARING PARTITIONS ( see WALLS ) Floor , definition 207 Increase allowable 505 BEARING WALL SYSTEM 1627 Limitation for plastic skylights and roof ...
... reinforced concrete ( see REINFORCEMENT ) Wood ( see WOOD ) TYPES OF CONSTRUCTION ) 504 BEARING PARTITIONS ( see WALLS ) Floor , definition 207 Increase allowable 505 BEARING WALL SYSTEM 1627 Limitation for plastic skylights and roof ...
Page 2-487
... REINFORCED GYPSUM CONCRETE Design General Special inspection Stresses REINFORCEMENT ( see also REINFORCED CONCRETE ) Anchorage Bends , minimum diameter Bending Bonded reinforcement - minimum , in prestressed concrete 1918.9 Bonded ...
... REINFORCED GYPSUM CONCRETE Design General Special inspection Stresses REINFORCEMENT ( see also REINFORCED CONCRETE ) Anchorage Bends , minimum diameter Bending Bonded reinforcement - minimum , in prestressed concrete 1918.9 Bonded ...
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