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iText 7 : Is it possible to remove all text occurrences contained in a specified area (red color rectangle area) of a pdf document? roller follower to give good wear and load capacity, especially where there is a high sliding component Bronze cams are also used where corrosion and water are a problem The bronze alloys listed in Table 95 are aluminum bronze, manganese bronze, silicon bronze, leaded bronze, or phosphorous bronze These bronze alloys have yield strengths ranging from 20,000 to 60,000 lb/in2 and all have good machinability Bronze cams are excellent for shock, noise reduction, inaccuracies in the fabricated contour, excessive inertia and wear due to frequent start and stop actions, and special contaminants in the lubricated operating system 9453 Cast Iron Cast iron is used for cams because of its low cost, good machinability, and moderate mechanical properties Many cam applications use cast iron because of its good sliding and wear properties, which are in part a result of the free graphite and porosity The three basic cast irons are distinguished by the structure of graphite in the matrix of ferrite: (1) gray cast iron, where the graphite is in ake form; (2) malleable cast iron, where the graphite consists of uniformly dispersed, ne, free-carbon particles or nodules; and (3) ductile iron, where the graphite is in the form of tiny balls or spherules The malleable iron and ductile iron have more shock and impact resistance The cast irons can be heat treated to give improved mechanical properties The bending strength of cast iron ranges from 5000 to 25,000 lb/in2 and the surface fatigue strength ranges from 50,000 to 115,000 lb/in2 Nodular iron, chilled cast iron (heat treatable) and Meehanite are materials in the categories indicated Both chilled cast iron and Meehanite have good shock resistance and good vibratory damping; both are attributes that help reduce noise In many drives, a cast iron cam can be used to replace a bronze cam at a lower cost because of the better sliding properties of the cast iron Although the class 20 gray irons have a low endurance limit, classes 30, 45, and others have shown considerable advantages over free-machining steel Austempering of Meehanite or class 30 iron approximately doubles surface endurance strength over untreated iron of similar hardness and thus is well suited for cams, probably because of the ne grain structure, excellent dispersion of graphite, and conversion of retained austenite The cam is supported by bearings on a frame generally of steel or cast iron A frame of cast iron is usually a rst choice because it provides greater rigidity and vibratory damping in the performance of the moving parts The frame should be as heavy and rigid as possible 9454 Hardened Steels A large variety of iron or steel alloys are used for cams When operating conditions are moderate, such as medium loads and ambient temperatures, a. java itext pdf remove text: iText 5-legacy : How to remove text from a PDF ? java itext pdf remove text How to replace / remove text from a PDF file - Stack Overflow
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However, if later on I want to remove the text that I added to the PDF , I am having problems with. There is very little information on how this is ... 2 Cracks in the I-95 bridge: A signi cant crack was discovered on an I-95 bridge over the Brandywine River in Delaware The steel girder bridge carriessix lanes of traf c just north of downtown Wilmington The crack was located on the fascia girder at midspan of the bridge s main span The entire bottom ange was found to be fractured, with the crack extending upwards to within 03 meters of the upper ange The circumstances leading up to the crack, the cause of the crack, review of the repair strategy, and the results of load tests performed prior to and during the repair are described in a paper by Michael Chajes, Dennis Mertz, Spencer Quiel, Harry Roecker, and John Milius of the University of Delaware and DMJM Harris 3 Failure of I-35W Highway bridge over the Mississippi River in Minneapolis, Minnesota: The following is the summary of recommendation of the National Transportation Safety Board dated January 15, 2008: On August 1, 2007 there was a failure in the superstructure of the 1000-foot-long deck truss portion of the 1900-foot-long bridge (Figure 314) Approximately 110 vehicles were on the portion of the bridge that collapsed, and 17 vehicles fell into the water As a result of the bridge collapse, 13 people died, and 145 people were injured The bridge was originally opened to traf c in 1967 The steel deck truss portion of the bridge consisted of two parallel main trusses connected through transverse oor trusses supporting the reinforced concrete deck It was considered to be fracture-critical because the load paths in the structure were non-redundant, meaning that a failure of any one of a number of structural elements in the bridge would cause a complete collapse of the entire bridge This type is also referred to as a non-load-path-redundant bridge 4 The National Transportation Safety Board had a concern regarding certain elements of the bridge (gusset plates), which has prompted issuance of the following safety recommendation: The ends of the beams in the main trusses were connected by riveted gusset plates at 112 nodes (joints) along the deck truss portion Additional load: As part of renovations, the average thickness of the concrete deck was increased from 65 inches to 85 inches, and the center median barrier and outside barrier walls were increased in size These changes added signi cantly to the overall weight of the structure. java itext pdf remove text Add and Edit MetaData PDF Document using iText in Java
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