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Page 300
... strength of the concrete , f ' . See Subsection ( c ) below . Plans submitted for approval or used for any project shall clearly show the compressive strength of concrete , f'e , for which each part of the struc- ture is designed ...
... strength of the concrete , f ' . See Subsection ( c ) below . Plans submitted for approval or used for any project shall clearly show the compressive strength of concrete , f'e , for which each part of the struc- ture is designed ...
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 302
... strength value of concrete as a modifier , laboratory tests shall be made in accordance with U.B.C. Standard No. 26-12 to establish the value of fat corresponding to the specified value of f'c ct Tensile splitting tests of field ...
... strength value of concrete as a modifier , laboratory tests shall be made in accordance with U.B.C. Standard No. 26-12 to establish the value of fat corresponding to the specified value of f'c ct Tensile splitting tests of field ...
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