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BS:5950 design issue

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Current Revision posted to Structural Analysis and Design Wiki by DSANJU on 8/26/2013 2:35:09 PM

BS:5BS:5950designissue

SteelDesign,structural,STAAD.Pro

Issue: Please consider design output for member 143. The result discover the ratio is 0.522, but "critical loads for each clause check" appear the ratio is 0.75 due to BS 4.8.3.3, we worried if the worst clause is not appeared in general information

The program would take the minimum ratio from clauses 4.8.3.3.1, 4.8.3.3.2 and App. I.1 and compare it with the values of the ratios for the rest of the clauses that are checked. Thus, it takes the ratio as 0.484, which has been reported for App. I.1 and compares it with the ratios for the rest of the clauses. This is because the program takes the default value of zero for a parameter called ‘ESTIFF”. To take the maximum ratio to be selected from the above three clauses (4.8.3.3.1, 4.8.3.3.2 and I.1) and compared against the rest of the ratios a value of 1 should be specified for the “ESTIFF” parameter. Try specifying this (ESTIFF 1.0) for member 143 and you will find that the critical ratio is reported as 0.754.

ESTIFF 0 would mean the minimum value among 4.8.3.3.1, 4.8.3.3.2 and App. I.1 is selected.

ESTIFF 1.0 would mean the maximum value among 4.8.3.3.1, 4.8.3.3.2 and App. I.1 is selected.


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