California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 137
... ratio , py , for shear walls shall not be less than 0.0025 along the longitudinal and transverse axes . If the design shear force does not exceed Acv √ƒ'c ( For SI : 0.08A √F ) , the minimum reinforcement for shear walls shall be in ...
... ratio , py , for shear walls shall not be less than 0.0025 along the longitudinal and transverse axes . If the design shear force does not exceed Acv √ƒ'c ( For SI : 0.08A √F ) , the minimum reinforcement for shear walls shall be in ...
Page 198
... ratio for bracing members shall not exceed 720 / F , ( For SI : 4.23 / E / F ) , except as permitted in Sections ... ratio of stiffened and unstiffened compression elements used in braces shall be as shown in Division IX , Table B5.1 ...
... ratio for bracing members shall not exceed 720 / F , ( For SI : 4.23 / E / F ) , except as permitted in Sections ... ratio of stiffened and unstiffened compression elements used in braces shall be as shown in Division IX , Table B5.1 ...
Page 199
... ratio ( l / r ) of individual elements between the stitches does not exceed 0.4 times the governing slen- derness ratio of the built - up member . The total shear strength of the stitches shall be at least equal to the tensile strength ...
... ratio ( l / r ) of individual elements between the stitches does not exceed 0.4 times the governing slen- derness ratio of the built - up member . The total shear strength of the stitches shall be at least equal to the tensile strength ...
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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