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3.5. Other General Information
3.5.1. How are tolerances determined if they are not addressed in the applicable standards?
3.5.2. If special or more restrictive tolerances than shown in the AISC Code of Standard Practice are required for the overall structural steel frame, can they be met?
3.5.3. How can the accumulation of mill, fabrication, and erection tolerances be economically addressed?
3.5.4. Does AISC offer any software or a CD-Rom that is compatible with AutoCAD and contains drawings and dimensional properties of the structural steel shapes found in the Manual?