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56 Cards in this Set
- Front
- Back
ASTM A 184 |
fabricated deformed steel bars |
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ASTM A 185 |
steel welded wire fabric, plain |
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ASTM A 496 |
deformed steel wire |
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ASTM A 497 |
deformed steel welded wire fabric |
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ASTM A 706M |
low-alloy steel deformed bars |
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ASTM 767M |
zinc-coated (galvanized) steel bars |
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ASTM 775M |
epoxy-coated reinforcing steel bars |
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ASTM 884M |
epoxy-coated steel wire and welded wire fabric |
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ASTM A 934M |
epoxy-coated pre-fabricated steel reinforcing bars |
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ASTM A 416M |
Uncoated seven-wire steel strand |
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ASTM A 421 |
uncoated stress-relieved steel wire |
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ASTM A722 |
uncoated high-strength steel bars |
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1/5 the narrowest dimension between side forms 1/3 the depth of slab 3/4minimum clear spacing between individual reinforcing bars or wires,bundles of bars, or pre-stressing tendons or ducts |
NOMINAL MAXIMUM SIZE OF COARSE AGGREGATE SHALL NOT BE LARGER THAN |
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10 deg seven days |
Concrete (other than high-early strength) shall be maintained above ___ and an a moist condition for a t least the first__ after placement. |
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4% |
Conduits and pipes (including their fittings) shall not displaced more than __of the area of cross section when embedded within a column |
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1/3 3 dia. |
conduits shall not be larger in outside dimension than __ the overall thickness of slab, wall, or beam in which they are embedded. they shall be spaced not closer than ___ on centers. |
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they are not exposed to rusting or other deterioration they are uncoated or galvanized iron or steel not thinner than standard schedule 40 steel pipes. they have a nominal inside diameter not over 50mm and are spaced not less than 3 dia. on centers |
Conduits. pipes, and sleeves may be considered as replacing structurally in compression the displaces concrete provided: |
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