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Page 157
... tests may be analyzed statistically considering the variability of test results . 2. Tests . A. General . When the strength f ' , is established by tests , they shall be made using prisms built of the same material and under the same ...
... tests may be analyzed statistically considering the variability of test results . 2. Tests . A. General . When the strength f ' , is established by tests , they shall be made using prisms built of the same material and under the same ...
Page 337
... testing . A. Samples for strength tests of each class of concrete placed each day shall be taken not less than once a day , nor less than once for each 150 cubic yards of concrete , nor less than once for each 5000 square feet of ...
... testing . A. Samples for strength tests of each class of concrete placed each day shall be taken not less than once a day , nor less than once for each 150 cubic yards of concrete , nor less than once for each 5000 square feet of ...
Page 338
... test results . Additionally , requirements of Section 2604 ( j ) shall be observed if the require- ment of Section 2604 ( i ) 2 C ( ii ) is not met . 3. Tests of field - cured specimens . The building official may require strength tests ...
... test results . Additionally , requirements of Section 2604 ( j ) shall be observed if the require- ment of Section 2604 ( i ) 2 C ( ii ) is not met . 3. Tests of field - cured specimens . The building official may require strength tests ...
Contents
008228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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accordance with Section applied approved bars beam bending bolts building official building or structure ceiling Chapter column compression members computed concrete dead load Decking diameter distance Division 1 Occupancies doors exceed exit exterior walls extreme fiber factor fire-resistive construction fire-resistive rating flange Formula framing gauge girders grade grain Group grout gypsum gypsum plaster height horizontal installed joints joists laminations length less live load located masonry materials maximum minimum modulus of elasticity nails noncombustible occupancy separation occupant load one-hour fire-resistive openings panels permitted perpendicular plastic plywood portland cement pounds per square prestressing protected ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress sheathing side slab smoke detector space span specified in Section splices square feet square inch stairway steel studs surface Table tensile stress tension tests thickness Type U.B.C. Standard units at least values vertical welds width wire wood yield strength