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Page 307
... strength tests representing similar materials and conditions to those expected , the strength used as the basis for selecting proportions shall exceed the required f ' by at least : 400 psi if the standard deviation is less than 550 psi ...
... strength tests representing similar materials and conditions to those expected , the strength used as the basis for selecting proportions shall exceed the required f ' by at least : 400 psi if the standard deviation is less than 550 psi ...
Page 309
... strength tests may be waived by the Building Official if , in his judgment , adequate evidence of satisfactory strength is provided . 3. The strength level of the concrete will be considered satisfactory if the averages of all sets of ...
... strength tests may be waived by the Building Official if , in his judgment , adequate evidence of satisfactory strength is provided . 3. The strength level of the concrete will be considered satisfactory if the averages of all sets of ...
Page 455
... strength , k.s.i. Fbuw Fby Fbyw F = = F = с Fcy cy cyw Fec F Fp n pw Fs F su Fsuw F F sy syw bearing ultimate strength within 1.0 inch of a weld , k.s.i. Bearing yield strength , k.s.i. bearing yield strength within 1.0 inch of a weld ...
... strength , k.s.i. Fbuw Fby Fbyw F = = F = с Fcy cy cyw Fec F Fp n pw Fs F su Fsuw F F sy syw bearing ultimate strength within 1.0 inch of a weld , k.s.i. Bearing yield strength , k.s.i. bearing yield strength within 1.0 inch of a weld ...
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