California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 94
... computed in accordance with this sec- tion shall not exceed limits stipulated in Table 19B - I . 1909B.5.3 Two - way construction ( nonprestressed ) . 1909B.5.3.1 This section shall govern the minimum thickness of slabs or other two ...
... computed in accordance with this sec- tion shall not exceed limits stipulated in Table 19B - I . 1909B.5.3 Two - way construction ( nonprestressed ) . 1909B.5.3.1 This section shall govern the minimum thickness of slabs or other two ...
Page 98
... computed according to Section 1910B.11.2.1 for 8 and according to Section 1910B.11.2.2 for 8 . 1910B.11.5.2 In lieu of a more accurate calculation , El in Formula ( 10B - 9 ) may be taken either as El = ( E1 / 5 ) + Else 1 + Bd or ...
... computed according to Section 1910B.11.2.1 for 8 and according to Section 1910B.11.2.2 for 8 . 1910B.11.5.2 In lieu of a more accurate calculation , El in Formula ( 10B - 9 ) may be taken either as El = ( E1 / 5 ) + Else 1 + Bd or ...
Page 102
... computed by Formula ( 11B - 8 ) . 1911B.3.2.3 For members subject to significant axial tension , V C = 2 ( 1 + 3 MA ... computed in accordance with Sections 1911B.4.2.1 and 1911B.4.2.2 where Ve shall be the lesser of Vei or Vew- ci 1911B ...
... computed by Formula ( 11B - 8 ) . 1911B.3.2.3 For members subject to significant axial tension , V C = 2 ( 1 + 3 MA ... computed in accordance with Sections 1911B.4.2.1 and 1911B.4.2.2 where Ve shall be the lesser of Vei or Vew- ci 1911B ...
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Common terms and phrases
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