Uniform Building Code |
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Page 178
... compressive strength of brick masonry shall be determined by prism tests . See Section 2419 ( c ) 3 B. B. Used Brick ... strength . A. General . The value of f'm used for deter- mining the allowable stresses shall be based on the ...
... compressive strength of brick masonry shall be determined by prism tests . See Section 2419 ( c ) 3 B. B. Used Brick ... strength . A. General . The value of f'm used for deter- mining the allowable stresses shall be based on the ...
Page 306
... Strength Test for Cylindrical Specimens Evaluation of Compression Test Results of Field Concrete Obtaining and ... compressive strength of concrete , psi . = average splitting tensile strength of lightweight aggregate con- crete , psi ...
... Strength Test for Cylindrical Specimens Evaluation of Compression Test Results of Field Concrete Obtaining and ... compressive strength of concrete , psi . = average splitting tensile strength of lightweight aggregate con- crete , psi ...
Page 345
... compressive strength of concrete , psi . Vfc = = square root of specified compressive strength of concrete , psi . fct = average splitting tensile strength of lightweight aggregate con- fa fpc рс fpe f pu fy crete , psi . = stress due ...
... compressive strength of concrete , psi . Vfc = = square root of specified compressive strength of concrete , psi . fct = average splitting tensile strength of lightweight aggregate con- fa fpc рс fpe f pu fy crete , psi . = stress due ...
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