California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Page 2-184
... 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 ) . = Fec = Fn Fpw Fs = compressive ...
... 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 ) . = Fec = Fn Fpw Fs = compressive ...
Page 2-184
... stress design load combinations specified in Section 1612A.3 . 2001A.2 Alloys . The use of aluminum alloys and ... compressive stress , ksi ( MPa ) . = compressive yield strength , ksi ( MPa ) . = = = compressive yield strength across a ...
... stress design load combinations specified in Section 1612A.3 . 2001A.2 Alloys . The use of aluminum alloys and ... compressive stress , ksi ( MPa ) . = compressive yield strength , ksi ( MPa ) . = = = compressive yield strength across a ...
Page
... stress F , in flexural members is : u V Zojd ( 7-36 ) 2107.2.17 Shear in flexural members and shear walls . The ... compressive stress . The allowable axial compressive stress Fa is : Fa = 0.25 f'm h ' 140r for h ' / r≤99 ( 7-39 ) 2 Fa ...
... stress F , in flexural members is : u V Zojd ( 7-36 ) 2107.2.17 Shear in flexural members and shear walls . The ... compressive stress . The allowable axial compressive stress Fa is : Fa = 0.25 f'm h ' 140r for h ' / r≤99 ( 7-39 ) 2 Fa ...
Contents
Matrix Adoption Tables | XTC-1 |
Matrix Adoption Tables | XTC-3 |
of | XTC-27 |
Copyright | |
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1998 CALIFORNIA BUILDING accordance with Section Adopt entire UBC agency allowable stress Allowable Stress Design anchor bolts anchorage ASTM axial load bars beam braced frames building official calculated CALIFORNIA BUILDING CODE chapter column compression members compressive strength compressive stress computed concrete conform connections construction dead load deflection deformed design strength determined diameter diaphragm distance DOSH earthquake edge effective elements exceed factored flange flexural members foot Formula greater grout horizontal joint lateral forces less live load load combinations materials maximum ment minimum mm² mortar Nonbuilding structures nonprestressed OSHPD percent permitted plate pounds per square ratio requirements of Section seismic forces Seismic Zones shear reinforcement shear strength shear stress shear walls shotcrete slab soil spacing span specified in Section square inch MPa steel stiffener structural Table tensile thickness tion torsion UBC Standard Uniform Building Code vertical welded width wire yield strength