California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Results 1-3 of 84
Page 2-19
... forces determined using Formula ( 32-1 ) or ( 32-2 ) shall be distributed in proportion to the mass distribution of ... Lateral Forces . Design specifications for equipment shall either specify the design lateral forces prescribed herein ...
... forces determined using Formula ( 32-1 ) or ( 32-2 ) shall be distributed in proportion to the mass distribution of ... Lateral Forces . Design specifications for equipment shall either specify the design lateral forces prescribed herein ...
Page 2-38
... lateral shear force - resisting capacity by more than 5 percent or increase ... Forces . MAJOR STRUCTURAL ALTERATIONS OR ADDITIONS are those alterations or ... lateral - force - resisting capacity by more than 10 percent or increase the ...
... lateral shear force - resisting capacity by more than 5 percent or increase ... Forces . MAJOR STRUCTURAL ALTERATIONS OR ADDITIONS are those alterations or ... lateral - force - resisting capacity by more than 10 percent or increase the ...
Page 2-156
... LATERAL FORCES are lateral forces corre- sponding to the appropriate distribution of the design base shear force prescribed by the governing code for earthquake - resistant design . STRONG CONNECTION is a connection that remains elastic ...
... LATERAL FORCES are lateral forces corre- sponding to the appropriate distribution of the design base shear force prescribed by the governing code for earthquake - resistant design . STRONG CONNECTION is a connection that remains elastic ...
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