Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-30
... equipment in government communication centers and other facilities required for emergency response Standby power - generating equipment for Category 1 facilities Tanks or other structures containing housing or supporting water or other ...
... equipment in government communication centers and other facilities required for emergency response Standby power - generating equipment for Category 1 facilities Tanks or other structures containing housing or supporting water or other ...
Page 2-33
... Equipment A. Tanks and vessels ( include contents ) , including support systems . 1.0 3.0 B. Electrical , mechanical and plumbing equipment and associated conduit and ductwork and piping . 1.0 3.0 5 , 10 , 11 , 12 , 13 , C. Any flexible ...
... Equipment A. Tanks and vessels ( include contents ) , including support systems . 1.0 3.0 B. Electrical , mechanical and plumbing equipment and associated conduit and ductwork and piping . 1.0 3.0 5 , 10 , 11 , 12 , 13 , C. Any flexible ...
Page 2-34
... equipment shall be designed for lateral loads or restrained from displacing laterally by other means . Restraint shall also be provided , which limits vertical displacement , such that lateral restraints do not become disengaged . ap ...
... equipment shall be designed for lateral loads or restrained from displacing laterally by other means . Restraint shall also be provided , which limits vertical displacement , such that lateral restraints do not become disengaged . ap ...
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