SIZES AND WEIGHTS Sample Clauses

SIZES AND WEIGHTS. A. The minimum cross-sectional areas and the weights per lineal foot of the steel reinforcing bars used by the Contractor in the Work shall be as shown in Table 1 based on nominal sizes and shapes: Table 1. Cross-Sectional Area & Weight/Foot of Rebars BAR DESIGNATION NUMBER UNIT WEIGHT IN POUNDS PER FOOT NOMINAL DIAMETER IN INCHES CROSS SECTIONAL AREA IN SQUARE INCHES 2 0.167 0.250 0.05 3 0.376 0.375 0.11 4 0.668 0.500 0.20 5 1.043 0.625 0.31 6 1.502 0.750 0.44 7 2.044 0.875 0.60 8 2.670 1.000 0.79 9 3.400 1.128 1.00 10 4.303 1.270 1.27 11 5.313 1.410 1.56
Sample 1
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SIZES AND WEIGHTS. Length Width* Height** Weight --------------------------------------------------------- Minimum 12" 7" 6" 1/2 -1 lb. --------------------------------------------------------- Maximum 24" 20" 13" 45 lbs. --------------------------------------------------------- Average 12" 10" 6" 3 lbs. ---------------------------------------------------------
Sample 1
SIZES AND WEIGHTS. The nominal sizes and areas, and the theoretical weights of deformed bars shall not be less than the current standard of the Concrete Reinforcing Steel Institute. 201.04 - BENDING Bending of deformed reinforcement bars shall conform to Section 7.3 – Bending of ACI 318 latest version. Reinforcement bars shall be bent cold to the shapes indicated on the plans. All bending of hard grade new billet and rail steel bars shall be done in the shop; other grades shall preferably be bent in the shop. Bends shall be made around pins; the diameter of pins shall be not less than four (4) times the minimum thickness of the bar. Heating for bending shall be employed only when authorized specifically. 201.05 - STORAGE Reinforcement shall be stored above the ground surface upon skids, platforms, or other supports, and shall be protected from mechanical injury and from deterioration by exposure to the weather. When placed in the work, the reinforcement shall be free from dirt, loose rust, scale, paint, oil, or other foreign material. ITEM 201 - REINFORCEMENT STEEL 201.06 - SPLICES Splices of deformed reinforcement bars shall conform to Section 12.14 – Splices of Reinforcement of ACI 318 latest version. No splices of bars, except when shown on the plans, will be permitted except upon the written approval of the Engineer. Splices which are permitted shall have a length of not less than that required by the ACI Code, and shall be well distributed or else located at points of low tensile stress. The spacing between bars shall meet the recommendation of the ACI Code for anchorage bond and placing concrete. Where welded splices may be required, they shall conform to AWS D 12.1 "Recommended Practices for Welding Reinforcing Steel, Metal Inserts and Connections in Reinforced Concrete Construction." Welded splices shall develop in tension at least 125% percent of the specified yield strength of the reinforcing bar. Splices shall transfer the entire computed stress from bar to bar without exceeding three-fourths of the permissible bond. Welded wire fabric shall be lapped not less than two mesh, i.e., the length of the lap shall be at least equal to the spacing of wires parallel to the lap. Bars shall be rigidly clamped or wired at all splices in a manner approved by the Engineer. 201.07 - REJECTION Reinforcement may be rejected for failure to meet any of the requirements of this specification on account of any of the following:
Sample 1

Related to SIZES AND WEIGHTS

  • Weights light, moderate and heavy, have their normal everyday meanings, and are to be applied consistently, regardless of the physical characteristics of the jobholder and whether the duties are normally carried out by women or by men; or by small people or large people; or by fit or unfit people. So, a sack of cement or a sack of potatoes is a heavy weight, even if it is lifted and carried without obvious exertion by a tall, fit, young person.

  • Components Patheon will purchase and test all Components (with the exception of Client-Supplied Components) at Patheon’s expense and as required by the Specifications.

  • Size The relative importance we attach is “high”. We are the principal to every order you place with us and therefore we are the only execution venue.

  • Inventories The Operator shall maintain detailed records of Controllable Material.

  • Transponders will be assigned to each covert vehicle and are to be stored in the glove compartment, console or other secure place within the assigned vehicle when not in use.

  • Delivery Points ‌ Project water made available to the Agency pursuant to Article 6 shall be delivered to the Agency by the State at the delivery structures established in accordance with Article 10.

  • Quantity If Seller delivers more than the quantity of Goods ordered, Buyer may reject all or any excess Goods. Any such rejected Goods shall be returned to Seller at Seller's risk and expense. If Buyer does not reject the Goods and instead accepts the delivery of Goods at the increased or reduced quantity, the Price for the Goods shall be adjusted on a pro-rata basis.

  • Quality All products will be new and unused. All products provided by the Contractor must meet all federal, state, and local standards for quality and safety requirements. Products not meeting the requirements of this section will be deemed unacceptable and returned to the Contractor for credit at no charge to the State.

  • Delivery Point (a) All Energy shall be Delivered hereunder by Seller to Buyer at the Delivery Point. Seller shall be responsible for the costs of delivering its Energy to the Delivery Point consistent with all standards and requirements set forth by the FERC, ISO-NE, the Interconnecting Utility and any other applicable Governmental Entity and any applicable tariff.

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