Structural Analysis
Analysis and design is not required for round columns supporting multi-column bents when the following conditions are met:
- Column spacing does not exceed 18 ft.
- Column height, measured from bottom of the cap to top of drilled shaft or footing, does not exceed 12 times the column diameter (measured in feet). Example: 36 ft. height limit for a 3-ft. diameter column. For drilled shaft foundations in stream crossings, the bottom of the column is to be taken at the bottom of the scour envelope.
- Columns are reinforced with the minimum amount of reinforcement, both longitudinally and laterally, as prescribed in AASHTO.
- Columns meet these size requirements based on superstructure type:
- Slab spans: 24 in. for stream crossings, 36 in. for grade crossings
- Pan form spans: 24 in. for stream crossings, 36 in. for grade crossings
- Slab beam and spread slab beam spans: 24 in. for stream crossings, 36 in. for grade crossings
- Box beam and spread box beam spans: 36 in.
- Types Tx28 through Tx54 girder spans: 36 in.
- Types Tx62 and Tx70 girder spans: 42 in.
- U40 and U54 beam spans: 36 in.
- For other beam types, compare drilled shaft load to what would be expected using one of the preceding superstructures, and use a column diameter as appropriate.
If these conditions are not met, column design and analysis, including second order effects and stiffness reduction from cracked concrete, is required.