Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-132
... length or splice 1.3 Other reinforcement 1.0 B = coating factor Epoxy - coated bars or wires with cover less than 3d , or clear spacing less than 6d ... 1.5 All other epoxy - coated bars or wires 1.2 Uncoated reinforcement 1.0 However ...
... length or splice 1.3 Other reinforcement 1.0 B = coating factor Epoxy - coated bars or wires with cover less than 3d , or clear spacing less than 6d ... 1.5 All other epoxy - coated bars or wires 1.2 Uncoated reinforcement 1.0 However ...
Page 2-133
... length of reinforcement between the point of maxi- mum bar stress and the mechanical anchorage . 1912.7 Development of Welded Deformed Wire Fabric in Tension . 1912.7.1 Development length la , in inches ( mm ) , of welded de- formed ...
... length of reinforcement between the point of maxi- mum bar stress and the mechanical anchorage . 1912.7 Development of Welded Deformed Wire Fabric in Tension . 1912.7.1 Development length la , in inches ( mm ) , of welded de- formed ...
Page 2-136
... length of bars within a spiral shall be permitted to be multi- plied by 0.75 , but lap length shall not be less than 12 inches ( 305 mm ) . 1912.17.3 Welded splices or mechanical connectors in co- lumns . Welded splices or mechanical ...
... length of bars within a spiral shall be permitted to be multi- plied by 0.75 , but lap length shall not be less than 12 inches ( 305 mm ) . 1912.17.3 Welded splices or mechanical connectors in co- lumns . Welded splices or mechanical ...
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/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