California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 99
... yield strength of structural steel core shall be the specified minimum yield strength for grade of structural steel used but not to exceed 50,000 psi ( 344.7 MPa ) . 1910B.14.7.3 Spiral reinforcement shall conform to Section 1910B.9.3 ...
... yield strength of structural steel core shall be the specified minimum yield strength for grade of structural steel used but not to exceed 50,000 psi ( 344.7 MPa ) . 1910B.14.7.3 Spiral reinforcement shall conform to Section 1910B.9.3 ...
Page 155
... yield strength , ksi ( MPa ) . = bearing yield strength within 1.0 inch ( 25.4 mm ) of a weld , ksi ( MPa ) . = 2 per- Fe Fey Feyw Fec Fn Fpw allowable compressive stress , ksi ( MPa ) . = compressive yield strength , ksi ( MPa ) ...
... yield strength , ksi ( MPa ) . = bearing yield strength within 1.0 inch ( 25.4 mm ) of a weld , ksi ( MPa ) . = 2 per- Fe Fey Feyw Fec Fn Fpw allowable compressive stress , ksi ( MPa ) . = compressive yield strength , ksi ( MPa ) ...
Page 160
... tensile strength , nu F.S. on tensile yield strength , ny F.S. on compressive yield strength for short beams , ny F.S. on buckling strength , ny F.S. on crippling strength of thin sections , ny F.S. on shear buckling of webs , na 4 ...
... tensile strength , nu F.S. on tensile yield strength , ny F.S. on compressive yield strength for short beams , ny F.S. on buckling strength , ny F.S. on crippling strength of thin sections , ny F.S. on shear buckling of webs , na 4 ...
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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