Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-185
... stress design load combinations specified in Section 1612.3 . 2001.2 Alloys . The use of aluminum alloys and tempers ... compressive stress , ksi ( MPa ) . compressive yield strength , ksi ( MPa ) . compressive yield strength across a ...
... stress design load combinations specified in Section 1612.3 . 2001.2 Alloys . The use of aluminum alloys and tempers ... compressive stress , ksi ( MPa ) . compressive yield strength , ksi ( MPa ) . compressive yield strength across a ...
Page 2-204
... compressive stress in columns for centroidally applied axial load only , pounds per square inch ( MPa ) . Fa Ab ... compressive stress in members sub- jected to bending load only , pounds per square inch ( MPa ) . For = allowable bearing ...
... compressive stress in columns for centroidally applied axial load only , pounds per square inch ( MPa ) . Fa Ab ... compressive stress in members sub- jected to bending load only , pounds per square inch ( MPa ) . For = allowable bearing ...
Page 2-218
... compressive stress . The allowable axial compressive stress Fa is : 2 h ' Fa = 0.25 f'm 1- for h ' / r≤ 99 ( 7-39 ) 140r 2 = Fa 0.25 f'm 70r h ' for h ' / r > 99 ( 7-40 ) 2107.3.3 Allowable flexural compressive stress . The allowable ...
... compressive stress . The allowable axial compressive stress Fa is : 2 h ' Fa = 0.25 f'm 1- for h ' / r≤ 99 ( 7-39 ) 140r 2 = Fa 0.25 f'm 70r h ' for h ' / r > 99 ( 7-40 ) 2107.3.3 Allowable flexural compressive stress . The allowable ...
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