California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 44
... greater than that given in Table 16B - R - 1 . 1645B.3.1.4 Any element not meeting the requirements of Section 1645B.3.1.1 , 1645B.3.1.2 or 1645B.3.1.3 shall be classified as nonductile , with corresponding ẞ value equal to or greater ...
... greater than that given in Table 16B - R - 1 . 1645B.3.1.4 Any element not meeting the requirements of Section 1645B.3.1.1 , 1645B.3.1.2 or 1645B.3.1.3 shall be classified as nonductile , with corresponding ẞ value equal to or greater ...
Page 106
... greater than unity , and subject to a horizontal tensile force Nuc not larger than V. Dis- tance d shall be measured ... greater than 0.2f ' cbd nor 800 bd in pounds ( 5.5 bd in newtons ) . 1911B.9.3.2.2 For all lightweight or sand ...
... greater than unity , and subject to a horizontal tensile force Nuc not larger than V. Dis- tance d shall be measured ... greater than 0.2f ' cbd nor 800 bd in pounds ( 5.5 bd in newtons ) . 1911B.9.3.2.2 For all lightweight or sand ...
Page 126
... greater than 0.3 , effect of friction loss may be computed by Ps = P , ( 1 + KI + μα ) ( 18B - 2 ) 1918B.6.2.2 Friction loss shall be based on experimentally deter- mined wobble K and curvature u friction coefficients and shall be μ ...
... greater than 0.3 , effect of friction loss may be computed by Ps = P , ( 1 + KI + μα ) ( 18B - 2 ) 1918B.6.2.2 Friction loss shall be based on experimentally deter- mined wobble K and curvature u friction coefficients and shall be μ ...
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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