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Page 195
Fy = allowable unit stress for extreme fiber in bending . = allowable unit stress for
extreme fiber in bending , adjusted for slenderness . fo = actual unit stress for
extreme fiber in bending . F = allowable unit stress in compression parallel to
grain ...
Fy = allowable unit stress for extreme fiber in bending . = allowable unit stress for
extreme fiber in bending , adjusted for slenderness . fo = actual unit stress for
extreme fiber in bending . F = allowable unit stress in compression parallel to
grain ...
Page 409
Ratio of beam yield stress to column yield stress . Ratio of column yield stress to
stiffener yield stress . = Ratio of “ critical " web stress , according to the linear
buckling theory , to the shear yield stress of web material ; equal to | 7 ? EKV3 12
( 1 ...
Ratio of beam yield stress to column yield stress . Ratio of column yield stress to
stiffener yield stress . = Ratio of “ critical " web stress , according to the linear
buckling theory , to the shear yield stress of web material ; equal to | 7 ? EKV3 12
( 1 ...
Page 424
WHERE : F , = yield stress of web steel . This shear transfer may be reduced in
the same proportion that the largest computed shear stress f , in the adjacent
panels is less than that permitted by Formula ( 7 - 2 ) . However , rivets and welds
in ...
WHERE : F , = yield stress of web steel . This shear transfer may be reduced in
the same proportion that the largest computed shear stress f , in the adjacent
panels is less than that permitted by Formula ( 7 - 2 ) . However , rivets and welds
in ...
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Contents
Effective Use of the Uniform Building Code 2021 | 20 |
Permits and Inspections | 29 |
Definitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
accordance allowable applied approved assembly bars beam bearing bending bolts Building Official ceiling cement Chapter Code column compression compressive stress computed concrete conform connections considered construction continuous covered Decking determined diameter direction distance Division doors edge effective equal exceed EXCEPTION exit exterior face factor feet fire fire-resistive flange floor foot forces frame gauge grade Grain greater Group gypsum height horizontal hour inches installed joints lateral lath least length less limited load located lumber masonry materials maximum metal nails Occupancies openings panel parallel percent permitted placed plaster plate portion pounds protected ratio reinforcement resist roof Section Select separation shear side slab solid spaced span specified square steel story strength stress Structural studs surface Table tension tests thickness tion Type U.B.C. Standard unit values vertical walls welds width wire wood Zone