Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-97
... accordance with the requirements of Division II and the additional requirements contained in Section 1900.4 of this division . 1900.3 Design Methods . The design of concrete structures shall be in accordance with one of the following ...
... accordance with the requirements of Division II and the additional requirements contained in Section 1900.4 of this division . 1900.3 Design Methods . The design of concrete structures shall be in accordance with one of the following ...
Page 2-238
... accordance with Division IV or V. 2205.4 Cold - formed Steel Construction . The design of cold- formed carbon or low - alloy steel structural members shall be in accordance with the requirements of Division VI for Load and Resistance ...
... accordance with Division IV or V. 2205.4 Cold - formed Steel Construction . The design of cold- formed carbon or low - alloy steel structural members shall be in accordance with the requirements of Division VI for Load and Resistance ...
Page 2-241
... accordance with solely the Specification or in accordance with the Specification and these provisions . 2.2 Seismic Zone 2 ( I > 1.0 ) . Buildings in Seismic Zone 2 having an importance factor I greater than 1.0 shall be designed in ...
... accordance with solely the Specification or in accordance with the Specification and these provisions . 2.2 Seismic Zone 2 ( I > 1.0 ) . Buildings in Seismic Zone 2 having an importance factor I greater than 1.0 shall be designed in ...
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/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