Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
From inside the book
Results 1-3 of 95
Page 2-16
... elements in the manner prescribed in Section 1630.6 . Overturning effects on every element shall be carried down to the foundation . See Sections 1612 and 1633 for combining gravity and seismic forces . 1630.8.2 Elements supporting ...
... elements in the manner prescribed in Section 1630.6 . Overturning effects on every element shall be carried down to the foundation . See Sections 1612 and 1633 for combining gravity and seismic forces . 1630.8.2 Elements supporting ...
Page 2-20
... elements . Collector elements shall be pro- vided that are capable of transferring the seismic forces originat- ing in other portions of the structure to the element providing the resistance to those forces . Collector elements ...
... elements . Collector elements shall be pro- vided that are capable of transferring the seismic forces originat- ing in other portions of the structure to the element providing the resistance to those forces . Collector elements ...
Page 2-146
... elements shall be investigated for all critical stages of loading . 1917.2.3 If the specified strength , unit weight or other properties of the various elements are different , properties of the individual elements or the most critical ...
... elements shall be investigated for all critical stages of loading . 1917.2.3 If the specified strength , unit weight or other properties of the various elements are different , properties of the individual elements or the most critical ...
Contents
UBC Standard 21 Noncombustible MaterialTests | 2-4 |
153 | 2-28 |
UBC Standard 72 Fire Tests of Door Assemblies | 2-43 |
Copyright | |
13 other sections not shown
Other editions - View all
Common terms and phrases
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