California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 155
... stiffener to resist shear buckling , inches ( mm4 ) . I = moment of inertia , inches4 ( mm1 ) . In = moment of inertia of horizontal stiffener , inches + ( mm1 ) . Fa Ix Fb = allowable compressive stress for member considered as a beam ...
... stiffener to resist shear buckling , inches ( mm4 ) . I = moment of inertia , inches4 ( mm1 ) . In = moment of inertia of horizontal stiffener , inches + ( mm1 ) . Fa Ix Fb = allowable compressive stress for member considered as a beam ...
Page 156
... stiffener location , kips ( kN ) . a factor equal to unity for a stiffener consisting of equal members on both sides of the web and equal to 3.5 for a stiffener consisting of a member on one side only . angle between plane of web and ...
... stiffener location , kips ( kN ) . a factor equal to unity for a stiffener consisting of equal members on both sides of the web and equal to 3.5 for a stiffener consisting of a member on one side only . angle between plane of web and ...
Page 200
... stiffener spacing . Where intermediate web stiffeners are required , the spacing shall conform to the require- ments given below . 1. For link beams with rotation angle of 0.06 radians , the spac- ing shall not exceed 38tw - d / 5 . 2 ...
... stiffener spacing . Where intermediate web stiffeners are required , the spacing shall conform to the require- ments given below . 1. For link beams with rotation angle of 0.06 radians , the spac- ing shall not exceed 38tw - d / 5 . 2 ...
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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/mm˛ 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