 initial offer made January 2005. This unique steel bars patentable idea relates specifically to: selection of steel bars for construction according to maximum allowable stress and steel bar weight. The patent application has been filed as a Design patent. A buyer of this Selection of steel bars for construction according to maximum allowable stress per steel bar weight patentable idea for sale will continue the patent. Additionally, the application must be filed as a Utility application to conserve the date- get the benefit of the earlier filing date. Inventor will upon receiving a firm offer, provide all necessary technological assistance to buyer. Selection of Construction Steel Bars Per Maximum Allowable Stress, Uses 30% Less SteelThis is a time-sensitive idea for sale: Patent application No. 29,142,212.Buy this patentable idea for sale, continue the application and own patent rights. Steps to follow to view application on USPTO Website: Step 1: Highlight and copy the patent application number shown above. Step 2: Visit: http://www.uspto.gov. Step 3: Click on the "Status/IFW" link under Patents (all on the top left hand side of the USPTO main page). Step 4: Paste the patent number in the blank field provided. (The default Search Method is "Application Number"). Step 5: Click on the "Submit" button using your computer's mouse, or hit "Enter" using your computer's keyboard. To make a complaint about the inability for us to link directly to the USPTO Website and view public information available on filed patents, please contact the USPTO or your local Senator. INVENTOR: Mechanical Engineer Hanna Albert Awad Description of the invention:
For steel bar 6 millimeter in section we have two values A1, B1. For steel bar 8 millimeter in section we have two values A2, B2. For steel bar 10 millimeter in section we have two values A3, B3, etc. After these calculations we can optimize and choose the steel bar that has maximum values of A, B from all tubes. Or we can take the bar that has maximum A value for certain application, and the bar that has maximum B value for another application. These two sizes will be used in all bundles where steel bars are needed. This applies to U and I shaped and all type of steel shapes used in steel construction. So, we use two sizes of steel bars in a construction project. By doing so, we can cut the weight of steel used in the project by at least 30%. Background of the invention and date of conception: In 2000 -- I was watching television and I saw a summary on a skyscraper on CNN. It gave me the idea to select steel bars for construction according to their maximum allowable stress per steel bar weight (for each steel bar size). Which will cut the weight of steel used in a project by at least 30 percent. Purpose: To cut the cost of construction cost. We can cut the weight of steel used in a project, so we will be able to use less weight of steel for the same stress and steel bar weight analysis. Parts: All sizes and types of steel bars to be able to make the steel bar weight and stress tests on them. Use: This selection technique could be used for all types of steel constructions and all types of buildings, bridges, highways, foundations, skyscrapers, etc. Novel Features: Usually, this is not the way we select bars, U and I shaped, or any other type of steel in designs of steel constructions and buildings. It is a new revolutionary way that cut costs considerably. Advantages: Cut costs. Use less weight of steel for the same stress and steel bar weight study. Testing Results: This is a selection technique for a certain design study of any type of steel and concrete construction project. Make an offer today:
7/8/05, 3/16/05, 12/04/04 | ||||||||||||||||||||||||||||||||||
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