California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Results 1-3 of 18
Page 2-95
... Chapter 18A . EXCEPTIONS : Temporary open - air portable bleachers as de ... Individual pile caps and caissons of every structure subjected to seismic ... individual ties between pile caps , the minimum thickness of such slab shall be 6 ...
... Chapter 18A . EXCEPTIONS : Temporary open - air portable bleachers as de ... Individual pile caps and caissons of every structure subjected to seismic ... individual ties between pile caps , the minimum thickness of such slab shall be 6 ...
Page 2-98
... chapter number and the balance matches the ACI chapter and section ... individual sections . ADMIXTURE is material other than water , aggregate ... separate placements but so inter- connected that all elements respond to loads as a unit ...
... chapter number and the balance matches the ACI chapter and section ... individual sections . ADMIXTURE is material other than water , aggregate ... separate placements but so inter- connected that all elements respond to loads as a unit ...
Page 12
... Chapter 18 using design forces calcu- lated in accordance with Section 1658 ... individual isolator units , if such systems are used in the design ... Chapter 16 , Division III . The vertical test load on an individual isolator unit shall ...
... Chapter 18 using design forces calcu- lated in accordance with Section 1658 ... individual isolator units , if such systems are used in the design ... Chapter 16 , Division III . The vertical test load on an individual isolator unit shall ...
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