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of the Planning Administration Console page. Loading dimension members from a data source is recommended for dimensions that have a large number of members that are fairly static, and where the dimension data is readily available from other sources including an existing data warehouse. The Entity dimension is selected to demonstrate loading of dimension data from a data source in this chapter. The first step in loading dimension data is to Check Out the Entity dimension. After checking out the dimension, select the Member Maintenance tab in the dimension workspace. From the Dimension Tasks pane on the right side, click the first link Load Members to display the Select Member Source page in the Load Members Wizard, as shown in Figure 7-19. Select the Load members from source option in this page. Associated with this option is a drop-down list titled Source, which will show a list of all the data sources that are associated with the model site in the PPS Planning Server. Select the Source named Corp_DataMart (defined earlier in this chapter) as the data source, as shown in Figure 7-19. The next page in the Load Members Wizard is the Specify Dimension Properties page, as shown in Figure 7-20. The Source Dimension: drop-down box will list all

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Some CorelDRAW users prefer the hand-on controls of interactive markers, while others choose the precision offered by the Property Bar s numeric entry fields and sliders. Let s look at what is available on the Property Bar when the Interactive Transparency Tool is chosen and a target object is selected. If no object is selected and you want to make any object partially transparent, the Interactive Transparency Tool is a selection tool in addition to controlling the interactive markers. With the tool selected, click once to select the object to which you want to apply transparency, and then click-drag to add and set the control markers. Again, the controls for Transparency effects are almost identical to object fills. Here you can see the options available when the Linear transparency type is chosen.

2 Fatigue stress evaluation method due to load reversal: The author developed a computer program in MathCAD to evaluate remaining useful fatigue life in connections and steel members The method was based on AREMA code (and was used for cooper train loads for SEPTA bridges in Philadelphia) Actual train live loads and impact were for silver liner, bombardier, and diesel locomotives used by SEPTA The yield stress of existing steel was less than 36 ksi Allowable stress level was based on 2 million cycles capacity The method can be applied to AASHTO HL-93 Live Loads for Highway Bridges 3 Newly designed girders need a factor of safety and therefore greater shear resistance than the cumulative shear force from dead and live load plus impact Web depth at girder ends may need to be increased by using splayed webs 4.

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CHAPTER 23:

Removing oor beams with riveted connections to webs: To avoid instability to the structural system or local buckling, consider leaving in place fractured oor beams and strengthening with new channel beams 5 Retro t of steel beams: The bridge survey and evaluation report will be consulted if the superstructure is in serious condition due to cracks in webs of numerous oor beams or at the truss connections Drilling of holes at the tip of cracks may be required The beams need to be retro tted by installing splice plates at the bottom ange for easy access Other applicable retro t details shall be provided as per AASHTO Guide Speci cations for Fatigue Evaluation of Existing Steel Bridges 6 Coupons: To evaluate strength of old steel, a small sample of existing steel may be taken from a redundant location and tested for strength, depending on the available as-built plan and data.

Dimensions of r1: 4 5 Area of r1: 20 Dimensions of r2: 8 10 Area of r2: 80

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