Flexural Buckling of Hot-Finished High-Strength Steel SHS and RHS Columns, Journal of Structural Engineering

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I get error message as **ERROR: E VALUE ENTERED IS 204999.984375 N/MM2. - RAM, STAAD Forum - RAM, STAAD

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Contact Stress module :: Gerolab

The rivet group shown connects two narrow lengths of the plate, one of which carries a 15 kN load positioned as shown. If the ultimate shear strength of a rivet is 350

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High-strength steel for big parts