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BS 5950-1:2000 implementation
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BS 5950-1:2000 implementation
Applies To
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STAAD.Pro
Version(s):
All
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BS 5950-1:2000 implementation
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N/A
Original Author:
DSANJU
Bentley Technical Support Group
Please consider design output for member 143. The critical ratio is reported as 0.524, but "critical loads for each clause check" shows that the ratio is 0.75 due to BS 4.8.3.3. We are worried that the highest ratio is not reported as the critical clause.
Why do double angle sections fails in slenderness ratio when using the British Steel Code (BS 5950)
STAAD.Pro
Steel Design
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BS 5950
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Created by
DSANJU
When:
Mon, Aug 26 2013 10:34 AM
Last revision by
Steve Crabtree
When:
Wed, Jul 6 2016 12:08 PM
Revisions:
9
Comments:
0
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