Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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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 | 22 |
Review the building for conformity with the occupancy requirements in Sections 303 through 312 | 2-10 |
Review the building for conformity with structural engineering regulations and requirements for materials of construction See Chap | 2-23 |
Copyright | |
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Common terms and phrases
1997 UNIFORM BUILDING accordance with Section allowable stress Allowable Stress Design anchor applied ASTM axial load bars beam bending bolts braced building official calculated column compression members compressive strength compressive stress computed concrete conform connections construction dead load deflection design strength determined diameter diaphragm distance edge effective elements exceed factored flange flexural members foot Formula frame grout horizontal joints joists kN/m² less live load load combinations longitudinal lumber masonry materials maximum ment minimum mm² modulus of elasticity nominal nonbuilding structures nonprestressed panel permitted piles plate plywood pounds per square precast ratio requirements of Section resist 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 studs Table tensile thickness tion torsion UBC Standard UNIFORM BUILDING CODE vertical welded width wire wood yield strength