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Page 168
20 , 000 COMPRESSIVE STRESS IN COLUMN VERTICALS : 40 percent of the
minimum yield strength , but not to exceed . . . . . 24 , 000 COMPRESSIVE
STRESS IN FLEXURAL MEMBERS : For compression reinforcement in flexural ...
20 , 000 COMPRESSIVE STRESS IN COLUMN VERTICALS : 40 percent of the
minimum yield strength , but not to exceed . . . . . 24 , 000 COMPRESSIVE
STRESS IN FLEXURAL MEMBERS : For compression reinforcement in flexural ...
Page 345
square root of specified compressive strength of concrete , psi . average splitting
tensile strength of lightweight aggregate concrete , psi . fa = stress due to dead
load , at the extreme fiber of a section at which tensile stresses are caused by ...
square root of specified compressive strength of concrete , psi . average splitting
tensile strength of lightweight aggregate concrete , psi . fa = stress due to dead
load , at the extreme fiber of a section at which tensile stresses are caused by ...
Page 455
F , = allowable compressive stress for member considered as an axially loaded
column , k . s . i . Fo = allowable compressive stress for member considered as a
beam , k . s . i . Fbu = bearing ultimate strength , k . s . i . Fouw = bearing ultimate
...
F , = allowable compressive stress for member considered as an axially loaded
column , k . s . i . Fo = allowable compressive stress for member considered as a
beam , k . s . i . Fbu = bearing ultimate strength , k . s . i . Fouw = bearing ultimate
...
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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