Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-12
... lateral - force - resisting systems such as the irregular fea- tures described in Section 1629.5.3 . 1629.5.3 Irregular structures . 1. Irregular structures have significant physical discontinuities in configuration or in their lateral ...
... lateral - force - resisting systems such as the irregular fea- tures described in Section 1629.5.3 . 1629.5.3 Irregular structures . 1. Irregular structures have significant physical discontinuities in configuration or in their lateral ...
Page 2-250
... laterally supported at the levels of both top and bottom beam flanges . b . Each column flange lateral support shall be de- signed for a required strength equal to 2.0 per- cent of the nominal beam flange strength ( Fybftf ) . c ...
... laterally supported at the levels of both top and bottom beam flanges . b . Each column flange lateral support shall be de- signed for a required strength equal to 2.0 per- cent of the nominal beam flange strength ( Fybftf ) . c ...
Page 2-410
... lateral - force - resisting system . Lateral - force - resisting systems with nonlinear elements in- clude , but are not limited to , irregular structural systems designed for a lateral force less than V , as prescribed by Formula ( 58 ...
... lateral - force - resisting system . Lateral - force - resisting systems with nonlinear elements in- clude , but are not limited to , irregular structural systems designed for a lateral force less than V , as prescribed by Formula ( 58 ...
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