## California Building Code, Volume 2 |

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Page 2-8

See Sections 1908.5.2 and 1908.5.3. flexural stiffness of

See Formula (10-9). specified compressive strength of concrete, pounds per

square inch (MPa). calculated stress in reinforcement at service loads, kips per ...

See Sections 1908.5.2 and 1908.5.3. flexural stiffness of

**compression member**.See Formula (10-9). specified compressive strength of concrete, pounds per

square inch (MPa). calculated stress in reinforcement at service loads, kips per ...

Page 2-8

1910.11.2 It shall be permitted to take the radius of gyration, r. equal to 0.30 times

the overall dimension of the direction stability is being considered for rectangular

1910.11.2 It shall be permitted to take the radius of gyration, r. equal to 0.30 times

the overall dimension of the direction stability is being considered for rectangular

**compression members**and 0.25 times the diameter for circular compression ...Page 40

For a

considerations of loading, it shall be permitted to base the minimum

reinforcement and design strength on a reduced effective area A, not less than

one half the total area.

For a

**compression member**with a cross section larger than required byconsiderations of loading, it shall be permitted to base the minimum

reinforcement and design strength on a reduced effective area A, not less than

one half the total area.

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1998 CALIFORNIA BUILDING accordance with Section allowable stress Allowable Stress Design anchor bolts anchorage apply 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 lateral support less live load load combinations materials maximum ment minimum mortar nominal strength Nonbuilding structures nonprestressed percent permitted plate pounds per square precast 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 story structural Table tensile tensile stress thickness tion torsion UBC Standard vertical welded width wire yield strength