Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 301
... strength test performance is not available , proportions shall be selected to produce an average strength at least 1200 psi greater than the required ƒ'c · Using the methods of U.B.C. Standard No. 26-11 for evaluation of compression ...
... strength test performance is not available , proportions shall be selected to produce an average strength at least 1200 psi greater than the required ƒ'c · Using the methods of U.B.C. Standard No. 26-11 for evaluation of compression ...
Page 457
... strength , ksi . bu Fbuw Fby F byw F = bearing ultimate strength within 1.0 inch of a weld , ksi . = Bearing yield strength , ksi . = bearing yield strength within 1.0 inch of a weld , ksi . F = allowable compressive stress , ksi . c ...
... strength , ksi . bu Fbuw Fby F byw F = bearing ultimate strength within 1.0 inch of a weld , ksi . = Bearing yield strength , ksi . = bearing yield strength within 1.0 inch of a weld , ksi . F = allowable compressive stress , ksi . c ...
Page 466
... strength , n , .. 2. Columns F.S. on buckling strength , n .. F.S. on crippling strength of thin sections , nė F.S. on yield strength for short columns , ny . 3. Beams 4 . F.S. on tensile strength , nu F.S. on tensile yield strength , n ...
... strength , n , .. 2. Columns F.S. on buckling strength , n .. F.S. on crippling strength of thin sections , nė F.S. on yield strength for short columns , ny . 3. Beams 4 . F.S. on tensile strength , nu F.S. on tensile yield strength , n ...
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