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Page 336
... average strength at least 1200 psi greater than required ƒ ' 2. Strength test data for determining standard deviation shall be considered to comply with Section 2604 ( d ) 1 if data represent either a group of at least 30 consecutive ...
... average strength at least 1200 psi greater than required ƒ ' 2. Strength test data for determining standard deviation shall be considered to comply with Section 2604 ( d ) 1 if data represent either a group of at least 30 consecutive ...
Page 337
... Average Strength Reduction . After sufficient compressive test data become available from the job , methods of U.B.C. Standard No. 26-11 may be used to reduce the amount by which the average strength must exceed f ' below that indicated ...
... Average Strength Reduction . After sufficient compressive test data become available from the job , methods of U.B.C. Standard No. 26-11 may be used to reduce the amount by which the average strength must exceed f ' below that indicated ...
Page 338
... average of all sets of three consecutive strength tests equals or exceeds required f'c ( ii ) No individual strength test ( average of two cylinders ) falls below required f ' by more than 500 psi . C D. If either of the requirements of ...
... average of all sets of three consecutive strength tests equals or exceeds required f'c ( ii ) No individual strength test ( average of two cylinders ) falls below required f ' by more than 500 psi . C D. If either of the requirements of ...
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