Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 165
... stress , determined from total axial load and effective area . = 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 by this ...
... stress , determined from total axial load and effective area . = 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 by this ...
Page 188
... 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 . Fallowable unit stress in compression parallel to grain . с = F ...
... 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 . Fallowable unit stress in compression parallel to grain . с = F ...
Page 423
... stress of web steel / yield stress of stiffener steel . D = 1.0 for stiffeners furnished in pairs . = 1.8 for single angle stiffeners . = 2.4 for single plate stiffeners . When the greatest shear stress ƒ , in a panel is less than that ...
... stress of web steel / yield stress of stiffener steel . D = 1.0 for stiffeners furnished in pairs . = 1.8 for single angle stiffeners . = 2.4 for single plate stiffeners . When the greatest shear stress ƒ , in a panel is less than that ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
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Common terms and phrases
allowable stress allowable unit stress applied approved axial bars beam bending bolts building official building or structure ceiling column compression members compressive strength computed concrete conform dead load Decking diameter distance Division 1 Occupancies exceed exit exterior walls fire-resistive construction flange flexural foot Formula frame girders grade Group grout gypsum height horizontal inspection 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 panel partitions percent permitted plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear 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 tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength