![]() ![]() This location was determined using the criteria presented in the narrative below. Included in Figure 4-1 is the bolted field splice location. Presented in Figure 4-1 is the final steel girder configuration as designed in Design Step 3. Additional information is presented about the design assumptions, methodology, and criteria for the entire bridge, including the splice. ![]() Refer to Design Step 1 for introductory information about this design example. This includes, but is not limited to, defining material properties, identifying relevant superstructure information, and determining the splice location. The first design step is to identify the appropriate design criteria. The design methods presented throughout the example are meant to be the most widely used in general bridge engineering practice. This splice design example is based on AASHTO LRFD Bridge Design Specifications (through 2002 interims). LRFD Steel Girder SuperStructure Design Example Bolted Field Splice Design Example Design Step 4 Table of Contents Design Step 4.1 - Obtain Design Criteriaĭesign Step 4.2 - Select Girder Section as Basis for Field Splice Designĭesign Step 4.3 - Compute Flange Splice Design Loadsĭesign Step 4.4 - Design Bottom Flange Spliceĭesign Step 4.5 - Design Top Flange Spliceĭesign Step 4.6 - Compute Web Splice Design Loadsĭesign Step 4.8 - Draw Schematic of Final Bolted Field Splice Design Design Step 4.1 - Obtain Design Criteria ![]()
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