Applies To | |||
Product(s): | STAAD.Pro | ||
Version(s): | ALL | ||
Environment: | ALL | ||
Area: | Steel Design | ||
Subarea: | General Steel Design Solutions | ||
Original Author: | Bentley Technical Support Group | ||
After the analysis, such errors are reported in the Output file:
***ERROR: THE VALUE OF E FOR MEMBER DOES NOT SEEM TO BE A REALISTIC VALUE FOR STEEL. DESIGN IS NOT PERFORMED.
Why?
When a member in STAAD.Pro is designed, it is automatically checked if its Young's modulus (E value) is within expected range for that specific material. If E value is not within the expected range, then such error is reported. Most common scenarios for such error are:
a) Error in units in material definition;
b) CHECK CODE command is assigned to a members which has different material. I.e. CHECK CODE command of the steel design is assigned to the concrete member.
So make sure that material definitions are entered in the expected units and design commands (CHECK CODE) are assigned to the members with expected materials.