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Showing results for tags 'Tension only bracing'.
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assalamualaikum, I am working with a task at this moment with a steel shed structure. the problem I am facing is, I have modelled the cable bracings as tension only and also pinned. also the cases are made nonlinear. in the analysis result, those cables do no show any axial compression which is... -
Assalam o alaikum.... how can we assign tension only cable bracing in sap2000? When i assign cross bracing in roof, both of cables start taking load..... i want only cable bracing in tension must take load.
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