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Page 164
... unit stress in extreme fiber in flexure . = Ultimate compressive strength , usually at age of 28 days , as m specified in Section 2404 ( c ) . fv j = Allowable tensile unit stress in web reinforcement . = Ratio of distance between ...
... unit stress in extreme fiber in flexure . = Ultimate compressive strength , usually at age of 28 days , as m specified in Section 2404 ( c ) . fv j = Allowable tensile unit stress in web reinforcement . = Ratio of distance between ...
Page 165
... unit stress , determined from total axial load and effective area . a F1 = Axial unit stress permitted by this code at the point under consideration , if member were carrying axial load only , in- cluding any increase in stress allowed ...
... unit stress , determined from total axial load and effective area . a F1 = Axial unit stress permitted by this code at the point under consideration , if member were carrying axial load only , in- cluding any increase in stress allowed ...
Page 188
... unit stress for extreme fiber in bending . b F ' . = allowable unit stress for extreme fiber in bending , adjusted for b fo slenderness . = actual unit stress for extreme fiber in bending . F = allowable unit stress in compression ...
... unit stress for extreme fiber in bending . b F ' . = allowable unit stress for extreme fiber in bending , adjusted for b fo slenderness . = actual unit stress for extreme fiber in bending . F = allowable unit stress in compression ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts building official ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height installed joints joists lath least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch stairway steel strength studs surface Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength