Uniform Building Code |
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Page 174
... compressive strength of brick masonry ( ƒ ) shall be made by one of the following methods : Method No. 1 Prism Tests . When the compressive strength of brick masonry is to be established by tests , the tests shall be made in accordance ...
... compressive strength of brick masonry ( ƒ ) shall be made by one of the following methods : Method No. 1 Prism Tests . When the compressive strength of brick masonry is to be established by tests , the tests shall be made in accordance ...
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 ' . · 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 ' . · Using the methods of U.B.C. Standard No. 26-11 for evaluation of compression ...
Page 339
... compressive strength of concrete , psi . square root of specified compressive strength of concrete , psi . = average splitting tensile strength of lightweight aggregate con- crete , psi . = stress due to dead load , at the extreme fiber ...
... compressive strength of concrete , psi . square root of specified compressive strength of concrete , psi . = average splitting tensile strength of lightweight aggregate con- crete , psi . = stress due to dead load , at the extreme fiber ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
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 ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height 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 panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural 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 stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength