California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Page 2-31
... story A soft story is one in which the lateral stiffness is less than 70 percent of that in the story above or less than 80 percent of the average stiffness of the three stories above . 2. Weight ( mass ) irregularity Mass irregularity ...
... story A soft story is one in which the lateral stiffness is less than 70 percent of that in the story above or less than 80 percent of the average stiffness of the three stories above . 2. Weight ( mass ) irregularity Mass irregularity ...
Page 2-38
... story A soft story is one in which the lateral stiffness is less than 70 percent of that in the story above or less than 80 percent of the average stiffness of the three stories above . 2. Weight ( mass ) irregularity Mass irregularity ...
... story A soft story is one in which the lateral stiffness is less than 70 percent of that in the story above or less than 80 percent of the average stiffness of the three stories above . 2. Weight ( mass ) irregularity Mass irregularity ...
Page 2-32
... story , top of two or three story X X X X X 6X 7 8 BRACED PANEL LOCATION AND LENGTH4 X X X Each end and not more than 25 feet ( 7620 mm ) on center First story of two story or second story of three X X X X X X X X story First story of ...
... story , top of two or three story X X X X X 6X 7 8 BRACED PANEL LOCATION AND LENGTH4 X X X Each end and not more than 25 feet ( 7620 mm ) on center First story of two story or second story of three X X X X X X X X story First story of ...
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