Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 164
... compression . = Modulus of elasticity of steel in tension or compression ( 30,000,000 pounds per square inch ) . = Allowable compressive unit stress in extreme fiber in flexure . = Ultimate compressive strength , usually at age of 28 ...
... compression . = Modulus of elasticity of steel in tension or compression ( 30,000,000 pounds per square inch ) . = Allowable compressive unit stress in extreme fiber in flexure . = Ultimate compressive strength , usually at age of 28 ...
Page 339
... stress due to dead load , at the extreme fiber of a section at which tensile stresses are caused by applied load , psi . = compressive stress in the concrete , after all prestress losses have occurred , at the centroid of the cross ...
... stress due to dead load , at the extreme fiber of a section at which tensile stresses are caused by applied load , psi . = compressive stress in the concrete , after all prestress losses have occurred , at the centroid of the cross ...
Page 457
... strength , ksi . = bearing yield strength within 1.0 inch of a weld , ksi . F = allowable compressive stress , ksi . c Fey cy cyw F F F ec n = compressive yield strength , ksi . = = compressive yield strength across a butt weld ( 0.2 ...
... strength , ksi . = bearing yield strength within 1.0 inch of a weld , ksi . F = allowable compressive stress , ksi . c Fey cy cyw F F F ec n = compressive yield strength , ksi . = = compressive yield strength across a butt weld ( 0.2 ...
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