California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Page 11
... anchor bolts . 2106.2.14.1 General . Placement requirements for plate anchor bolts , headed anchor bolts and bent bar anchor bolts shall be deter- mined in accordance with this subsection . Bent bar anchor bolts shall have a hook with a ...
... anchor bolts . 2106.2.14.1 General . Placement requirements for plate anchor bolts , headed anchor bolts and bent bar anchor bolts shall be deter- mined in accordance with this subsection . Bent bar anchor bolts shall have a hook with a ...
Page 13
... anchor bolts . 2107.1.5.1 General . Allowable loads for plate anchor bolts , headed anchor bolts and bent bar anchor bolts shall be determined in accordance with this section . 2107.1.5.2 Tension . Allowable loads in tension shall be ...
... anchor bolts . 2107.1.5.1 General . Allowable loads for plate anchor bolts , headed anchor bolts and bent bar anchor bolts shall be determined in accordance with this section . 2107.1.5.2 Tension . Allowable loads in tension shall be ...
Page
... anchor bolts shall be determined from factored loads as specified in Section 2108.1.3 . 2108.1.5.2 Nominal anchor bolt strength . The nominal strength of anchor bolts times the strength - reduction factor shall equal or exceed the ...
... anchor bolts shall be determined from factored loads as specified in Section 2108.1.3 . 2108.1.5.2 Nominal anchor bolt strength . The nominal strength of anchor bolts times the strength - reduction factor shall equal or exceed the ...
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