Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-103
... strength . Documentation that proposed concrete proportions will produce an average com- pressive strength equal to or greater than required average com- pressive strength ( see Section 1905.3.2 ) shall consist of a field strength test ...
... strength . Documentation that proposed concrete proportions will produce an average com- pressive strength equal to or greater than required average com- pressive strength ( see Section 1905.3.2 ) shall consist of a field strength test ...
Page 2-219
... strength . The required strength shall be determined in accordance with the factored load combinations of Section 1612.2 . 2108.1.4 Design strength . Design strength is the nominal strength , multiplied by the strength - reduction ...
... strength . The required strength shall be determined in accordance with the factored load combinations of Section 1612.2 . 2108.1.4 Design strength . Design strength is the nominal strength , multiplied by the strength - reduction ...
Page 2-262
... strength need not ex- ceed that required to develop gravity loads plus 2 times the girder shear resulting from the design seismic forces . Where the flexural strength of the girder flanges is greater than 70 percent of the flexural strength ...
... strength need not ex- ceed that required to develop gravity loads plus 2 times the girder shear resulting from the design seismic forces . Where the flexural strength of the girder flanges is greater than 70 percent of the flexural strength ...
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