California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 114
... beam concrete . Ecs = modulus of elasticity of slab concrete . h = overall thickness of member , inches ( mm ) . Ib Is Kh = moment of inertia about centroidal axis of gross section of beam as defined in Section 1913B.4 . = moment of ...
... beam concrete . Ecs = modulus of elasticity of slab concrete . h = overall thickness of member , inches ( mm ) . Ib Is Kh = moment of inertia about centroidal axis of gross section of beam as defined in Section 1913B.4 . = moment of ...
Page 200
... beam strength . Link beam shear strength , V ,, and flexural strength , M ,, are the strengths as defined in Section 2211B.4.2 . Where link beam strength is governed by shear , the flexural and axial capacities within the link shall be ...
... beam strength . Link beam shear strength , V ,, and flexural strength , M ,, are the strengths as defined in Section 2211B.4.2 . Where link beam strength is governed by shear , the flexural and axial capacities within the link shall be ...
Page 208
... Beam Span . For simple beams , the span shall be taken as the distance from face to face of supports , plus one half ... beam is continuous . 2306B.2 Flexure . 2306B.2.1 Circular cross section . A beam of circular cross sec- tion may be ...
... Beam Span . For simple beams , the span shall be taken as the distance from face to face of supports , plus one half ... beam is continuous . 2306B.2 Flexure . 2306B.2.1 Circular cross section . A beam of circular cross sec- tion may be ...
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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