Uniform Building Code, Volume 1International Conference of Building Officials, 1964 - Building laws |
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Page 138
... unit stress , determined from total axial load and effective area . F1 = Axial unit stress permitted by this Code at the point under consideration , if member were carry- ing axial load only , including any increase in stress allowed by ...
... unit stress , determined from total axial load and effective area . F1 = Axial unit stress permitted by this Code at the point under consideration , if member were carry- ing axial load only , including any increase in stress allowed by ...
Page 146
... unit stress in pounds per square inch . = least dimension of column , in inches . E = modulus of elasticity . 14 f h H I N P q = extreme fiber in bending , allowable unit stress in pounds per square inch . = = depth of section , in ...
... unit stress in pounds per square inch . = least dimension of column , in inches . E = modulus of elasticity . 14 f h H I N P q = extreme fiber in bending , allowable unit stress in pounds per square inch . = = depth of section , in ...
Page 214
... unit stress in extreme fiber of concrete in flexure . f ' . Ultimate compressive strength of concrete , usually at age of 28 days . ( See Section 2604. ) f . I i n R 2 . S t1 t2 Tensile unit stress in web reinforcement . Moment of ...
... unit stress in extreme fiber of concrete in flexure . f ' . Ultimate compressive strength of concrete , usually at age of 28 days . ( See Section 2604. ) f . I i n R 2 . S t1 t2 Tensile unit stress in web reinforcement . Moment of ...
Contents
HOW TO USE THE UNIFORM BUILDING CODE | 21 |
CHAPTER 3 | 28 |
Part IIDefinitions and Abbreviations | 34 |
Copyright | |
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allowable unit stresses appliances approved bars beam bending bolts Building Official building or structure ceiling cent chimney clearance Code column combustible compression compression members connectors Continued dead load designed diameter doors Douglas Fir dry standpipes ducts enclosures exceed exit exterior walls fiber fire assembly Fire Zone fire-resistive construction fire-resistive rating firestopped flange foot frame furnaces gauge girders grade Group grout gypsum height horizontal incombustible installed joints joists Laminations lath less live load located lumber masonry materials maximum metal minimum Modulus of Elasticity mortar nails occupant load one-hour fire-resistive openings partitions permitted plaster plate plywood portland cement pounds per square protected reinforced concrete resist roof shear sheathing slab space span specified in Section square feet square inch stairway standpipes steel studs surface Table thickness tion twelve inches 12 TYPES OF CONSTRUCTION U.B.C. Standard vent Ventilation vertical welds width wire wood Wood shingles