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Post Processing and shear wall issues

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Good day,

I have analyzed the attached file without any errors, however, the post processing mode is no longer available. This is quite strange as I have already accessed post processing using this file and as such I am confused as to why post processing is no longer available after analysis.

My other query is in relation to the shear wall design results, as the shear wall design could not be carried out using one layer of reinforcement but works fine if I command the program to design using two layers. This is also strange as the forces the walls are subject to are small forces and therefore one layer can more than adequate suffice. Could someone provide some guidance relation to these issues.

Thank.

(Please visit the site to view this file)


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