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.

  • Dimensions Education: Bachelor’s or Master’s Degree in Computer Science, Information Systems, or other related field. Or equivalent work experience. 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.

  • Metrics The DISTRICT and PARTNER will partake in monthly coordination meetings at mutually agreed upon times and dates to discuss the progress of the program Scope of Work. DISTRICT and PARTNER will also mutually establish criteria and process for ongoing program assessment/evaluation such as, but not limited to the DISTRICT’s assessment metrics and other state metrics [(Measures of Academic Progress – English, SBAC – 11th grade, Redesignation Rates, mutually developed rubric score/s, student attendance, and Social Emotional Learning (SEL) data)]. The DISTRICT and PARTNER will also engage in annual review of program content to ensure standards alignment that comply with DISTRICT approved coursework. The PARTNER will provide their impact data based upon these metrics.

  • Measurements All production shall be accurately measured using standards established by the American Gas Association (AGA) and/or the American Petroleum Institute (API) and all measuring devices shall be tamper proof as nearly as possible. Oil royalties due within the terms of this lease shall be calculated on actual and accurate measurements within API standards unless a different means of measurement, subject to Lessor's approval, is provided.

  • Measurements and Dimensions Before ordering material or doing work that is dependent upon coordination with building conditions, the Contractor shall verify all dimensions, elevations, grades, and pitch by taking measurements at the building and shall be responsible for the correctness of same. Any discrepancies between the drawings and/or specifications and the existing conditions shall be referred to the Design Professional for additional instructions before any work affected thereby is begun.

  • Outputs 8. The objectives and outcomes of this Agreement will be achieved through a range of outputs. The outputs include the:

  • Power Factor Design Criteria (Reactive Power A wind generating plant shall operate within a power factor within the range of 0.95 leading to 0.95 lagging, measured at the Point of Interconnection as defined in this LGIA in order to maintain a specified voltage schedule, if the Interconnection System Impact Study shows that such a requirement is necessary to ensure safety or reliability. The power factor range standard can be met by using, for example, power electronics designed to supply this level of reactive capability (taking into account any limitations due to voltage level, real power output, etc.) or fixed and switched capacitors, or a combination of the two, if agreed to by the Participating TO and CAISO. The Interconnection Customer shall not disable power factor equipment while the wind plant is in operation. Wind plants shall also be able to provide sufficient dynamic voltage support in lieu of the power system stabilizer and automatic voltage regulation at the generator excitation system if the Interconnection System Impact Study shows this to be required for system safety or reliability.

  • RE-WEIGHING PRODUCT Deliveries are subject to re- weighing at the point of destination by the Authorized User. If shrinkage occurs which exceeds that normally allowable in the trade, the Authorized User shall have the option to require delivery of the difference in quantity or to reduce the payment accordingly. Such option shall be exercised in writing by the Authorized User.

  • Geometric visibility The visibility of the illuminating surface, including its visibility in areas which do not appear to be illuminated in the direction of observation considered, shall be ensured within a divergent space defined by generating lines based on the perimeter of the illuminating surface and forming an angle of not less than 5° with the axis of reference of the headlamp. The origin of the angles of geometric visibility is the perimeter of the projection of the illuminating surface on a transverse plane tangent to the foremost part of the lens of the headlamp.

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