Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-21
... structures in Seismic Zones 3 and 4 having a plan irregu- larity of Type 2 ... NONBUILDING STRUCTURES 1634.1 General . 1634.1.1 Scope . Nonbuilding ... non- building structures with structural systems similar to buildings ( those with ...
... structures in Seismic Zones 3 and 4 having a plan irregu- larity of Type 2 ... NONBUILDING STRUCTURES 1634.1 General . 1634.1.1 Scope . Nonbuilding ... non- building structures with structural systems similar to buildings ( those with ...
Page 2-22
... Nonbuilding Structures . Nonbuilding struc- tures that are not covered by Sections 1634.3 and 1634.4 shall be designed to resist design seismic forces not less than those deter- mined in accordance with the provisions in Section 1630 ...
... Nonbuilding Structures . Nonbuilding struc- tures that are not covered by Sections 1634.3 and 1634.4 shall be designed to resist design seismic forces not less than those deter- mined in accordance with the provisions in Section 1630 ...
Page 2-263
... design seismic forces . 2214.6.6 Nonbuilding structures . Nonbuilding structures with R values defined by Table 16 - P , need comply only with the provi- sions of Section 2214.6.3 . 2214.7 Special Concentrically Braced Frames . Special ...
... design seismic forces . 2214.6.6 Nonbuilding structures . Nonbuilding structures with R values defined by Table 16 - P , need comply only with the provi- sions of Section 2214.6.3 . 2214.7 Special Concentrically Braced Frames . Special ...
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