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Malfunction and locking of old bearing assemblies due to lack of maintenance; freezing of expansion bearings; large thermal forces causing compression and local buckling of truss members and anges Inability to prevent scour at pile top Inability to fully incorporate different types of soil interaction at abutments Lack of drainage behind abutments and pressure build-up behind abutments Inadequacy of Rankine, Coulomb or Mononobe-Okabe theories for non-homogenous soil conditions for wing walls and stub abutments, resulting in unstable foundation design Providing space for bearing inspection chambers Codes for rehabilitation of mixed (old and new) structural systems should be developed to enhance life and prevent early collapse Greater vendor and construction engineer participation in revising and developing design codes for countermeasures is encouraged Study of the failure mechanism of different types of structural systems Maintaining quality control and personnel safety during construction



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TABLE 98 Mineral Oil Classi cation and Comparative Viscosities Temperature 38 C (100 F) Category SAE number 10 W 20 W 30 W 40 50 140 250 ASTM grade* 32 40 60 75 105 150 215 315 465 700 1000 1500 2150 3150 4650 7000 AGMA gear oil 1 2 3 4 5 6 7 8 8A 9 10 11 99 C (210 F)

1 The latest techniques of repair and rehabilitation of substructures need to be incorporated in codes 2 Fragility analysis of reinforced concrete pier to include soil-structure interaction: A procedure needs to be developed to evaluate effective soil strains, as a function of dynamic shear forces generated at the planar surface of a river bed due to owing water Uncertainties in soil properties can be included in the vulnerability assessment framework





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Open . pdf file inside a jpanel - Java Forums
27 Oct 2011 ... I have a URL of a . pdf file and I want to open this file inside the jpanel or any other swing component. Can anyone suggest how can I display  ...

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Approximate viscosity, cSt 2 3 to 55 85 to 12 12 to 16 19 to 24 29 to 35 42 to 51 45 61 to 75 69 90 to 110 128 130 to 166 183 194 to 237 291 to 356 417 to 525 630 to 780 910 to 1120 1370 to 1670 42 57 10 13 17 18 24 25 29 36 43 47 97 227 464

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ByteArrayOutputStream; import java .io.File; import java .io.FileInputStream; import java .io.InputStream; import java .io.IOException; import org.pdfbox. pdfviewer .

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1 Pile design: The ultimate bearing capacity (UBC) of axially loaded piles must be limited to the compressive and/or tensile loads determined for reduced capacity for projected scour 2 Load redistribution must not be permitted when the axial pile capacity is reached; rather, axial capacity must be limited to the ultimate limit as established by L-pile analysis 3 Lateral soil-pile response must be determined by concepts utilizing a coef cient of subgrade modulus provided or approved by the geotechnical engineer Pile group effects must be considered 4 Substructure stabilization, repairs, and foundation improvement through underwater inspection need to be carried out for all scour critical bridges 5 Use of a dynamic screening tool for pile bents: An evaluation procedure developed by the Alabama DOT may be employed It is a screening tool in macro and micro ood charts 6 Preliminary or general checks such as bridge bent being located in water with scour possible, including: Checking bent piles for possible kick-out or plunging failure Checking bent piles for buckling failure Checking the bent for transverse to bridge centerline pushover failure from combined gravity and ood water loadings Foundation settlement from scour and weak soil conditions: When a pier tilts, there is potential for a bridge to collapse without warning This de nitely is a safety issue for travelers 7 Install countermeasures for risk reduction on the following lines: River training measures Placing guide banks to move scour away from the abutment foundation

* Grade number is equivalent to average Saybolt universal viscosity (SUV) at 38 C (100 F) Compounded with fatty oil

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