Uniform Building Code |
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Page 157
with the provisions of paragraph 3 of this subsection . When approved by the
building official , assembly or unit strength tests may be analyzed statistically
considering the variability of test results . 2 . Tests . A . General . When the
strength f ' m ...
with the provisions of paragraph 3 of this subsection . When approved by the
building official , assembly or unit strength tests may be analyzed statistically
considering the variability of test results . 2 . Tests . A . General . When the
strength f ' m ...
Page 337
... Strength Reduction . After sufficient compressive test data become available
from the job , methods of U . B . C . Standard No . ... Probable frequency of
strength tests more than 500 psi below f ' , will not exceed 1 in 100 . 2 . Probable
...
... Strength Reduction . After sufficient compressive test data become available
from the job , methods of U . B . C . Standard No . ... Probable frequency of
strength tests more than 500 psi below f ' , will not exceed 1 in 100 . 2 . Probable
...
Page 338
( ii ) No individual strength test ( average of two cylinders ) falls below required f '
c by more than 500 psi . ... The building official may require strength tests of
cylinders cured under field conditions to check adequacy of curing and protection
of ...
( ii ) No individual strength test ( average of two cylinders ) falls below required f '
c by more than 500 psi . ... The building official may require strength tests of
cylinders cured under field conditions to check adequacy of curing and protection
of ...
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Contents
Effective Use of the Uniform Building Code | 19 |
Part Administrative | 25 |
201 | 28 |
Copyright | |
80 other sections not shown
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Common terms and phrases
accordance additional allowable applied approved assembly bars beam bearing bending building official ceiling Chapter column compression computed concrete conform connections considered construction continuous covering Decking determined diameter direction distance Division doors effective elements equal equipment exceed EXCEPTION exit exterior walls face factor feet fire fire-resistive flexural floor foot forces Formula framing grade grain greater Group height horizontal inches increased installed joints lateral least length less limited liquids load located lumber masonry materials maximum metal nails noncombustible Occupancies one-hour openings parallel percent permitted placed portion pounds protected reinforcement resist roof rooms Select Structural separation shear side slab solid space span Special specified square feet steel storage story strength stress Structural Stud surface Table tension tests thickness Type U.B.C. Standard units values vertical walls welds wide width wire wood