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All the results are compared with the Direct Strength Specifications (DSM) for cold formed steel structures.
Finally, an alternative Direct Strength Method design approach is proposed for stainless steel continuous beams based on the Direct Strength Method bending capacity.
It also presents the details of direct strength method based design equations developed in this research.
Suitable design rules were also developed under the direct strength method (DSM) format.
In addition, the test strengths were also compared with the Direct Strength Method predictions.
The new equations were also developed based on the direct strength method.
The method offers the same level of accuracy and reliability as the Direct Strength Method.
Modifications are proposed for the AS/NZS Standard, EC3 Code, and direct strength method.
Therefore Schafer and Peköz developed the Direct Strength Method as an alternative to current practice.
Suitable design equations were also developed under the direct strength method.
Suitable lower bound design rules were also developed under the direct strength method format.
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