SIZES AND WEIGHTS Sample Clauses

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. 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. 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 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:
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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. ---------------------------------------------------------
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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: 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
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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.

  • Dimensions Education: Bachelor’s or Master’s Degree in Computer Science, Information Systems, or other related field. Or equivalent work experience. A minimum of 10 years of IT (including Web/Internet, database applications and data warehousing) and business/industry work experience, with at least 3 years of leadership experience in managing multiple, large, cross-functional teams or project, and influencing senior level management and key stakeholders.

  • Weight The percent of the Base Price subject to adjustment based on an index change.

  • COVID-19 Vaccine Passports Pursuant to Texas Health and Safety Code, Section 161.0085(c), Contractor certifies that it does not require its customers to provide any documentation certifying the customer’s COVID-19 vaccination or post-transmission recovery on entry to, to gain access to, or to receive service from the Contractor’s business. Contractor acknowledges that such a vaccine or recovery requirement would make Contractor ineligible for a state-funded contract.

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