California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 57
... less than 80 percent of kmax D / Rw1 , or less than the limits specified by Section 1654B.4.3 . EXCEPTION : The design lateral shear force on the structure above the isolation system , if regular in configuration , may be taken as less ...
... less than 80 percent of kmax D / Rw1 , or less than the limits specified by Section 1654B.4.3 . EXCEPTION : The design lateral shear force on the structure above the isolation system , if regular in configuration , may be taken as less ...
Page 73
... less than 2,500 psi ( 17.24 MPa ) . 1808B.3.2 Installation . Every metal casing for a concrete pile shall have a sealed tip with a diameter of not less than 8 inches ( 203 mm ) . Concrete piles cast in place in metal shells shall have ...
... less than 2,500 psi ( 17.24 MPa ) . 1808B.3.2 Installation . Every metal casing for a concrete pile shall have a sealed tip with a diameter of not less than 8 inches ( 203 mm ) . Concrete piles cast in place in metal shells shall have ...
Page 110
... less than 1.0 . .... 6.7 f / fa ( For SI : 0.56 √F'Ifa ) 1912B.2.4.3 Epoxy - coated reinforcement . Bars with cover less than 3d or clear spacing between bars less than 6db 1.5 All other conditions 1.2 The product of the factor for top ...
... less than 1.0 . .... 6.7 f / fa ( For SI : 0.56 √F'Ifa ) 1912B.2.4.3 Epoxy - coated reinforcement . Bars with cover less than 3d or clear spacing between bars less than 6db 1.5 All other conditions 1.2 The product of the factor for top ...
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1998 CALIFORNIA BUILDING accordance with Section allowable stress analysis anchorage apply approved ASTM axial load bars beam bending bracing calculated CALIFORNIA BUILDING CODE column compression members compressive strength computed concrete conform construction dead load deflection deformed depth design values determined development length diameter diaphragm displacement ductile earthquake edge effects elements enforcement agency exceed face factor flange flexural members foot Formula frame grade greater grout isolation system joints joists laminations lateral forces less live load lumber materials maximum ment minimum modulus of elasticity N/mm² nails nominal Nonbuilding structures panel Parallel to Grain percent perpendicular pounds per square ratio requirements of Section resist roof seismic forces Seismic Zones Select structural shear reinforcement shear strength shear stress shear walls sheathing shotcrete slab spacing span specified in Section square inch MPa steel studs Table tensile tension thickness tion torsional UBC Standard vertical welded width wire wood WWPA yield strength