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Page 195
... allowable unit stress for extreme fiber in bending . allowable unit stress for extreme fiber in bending , adjusted for slenderness . = actual unit stress for extreme fiber in bending . = allowable unit stress in compression parallel to ...
... allowable unit stress for extreme fiber in bending . allowable unit stress for extreme fiber in bending , adjusted for slenderness . = actual unit stress for extreme fiber in bending . = allowable unit stress in compression parallel to ...
Page 270
... Allowable stresses for dry conditions of use shall be applicable when the moisture content in service is 16 percent or less as in most covered structures . For wet conditions of use the following maximum percentage of the dry use ...
... Allowable stresses for dry conditions of use shall be applicable when the moisture content in service is 16 percent or less as in most covered structures . For wet conditions of use the following maximum percentage of the dry use ...
Page 455
International Conference of Building Officials. Fa Fo F = = allowable compressive stress for member considered as an axially loaded column , k.s.i. allowable compressive stress for member considered as a beam , k.s.i. = bu bearing ...
International Conference of Building Officials. Fa Fo F = = allowable compressive stress for member considered as an axially loaded column , k.s.i. allowable compressive stress for member considered as a beam , k.s.i. = bu bearing ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
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 building or structure ceiling Code column compression members compressive strength concrete conform dead load diameter diaphragms Division 1 Occupancies exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located lumber masonry materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain percent permitted perpendicular plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel strength studs surface Table tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength