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Showing results for tags 'truss connection to column'.
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Hello, I am designing the mosque in zone 4 . The roof of the mosque is a Truss.I have following questions 1. Do truss rest on the beam ? if yes .? do i have to assign any support conditions ? or etab will selelct by default. 2. what will be the grade of steel for the truss ? yield or tensi...
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- truss connection to column
- truss connection to beam
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I have modelled a RCC building with a steel roof truss atop. Now when I run analysis, the reinfforcement in columns etabs shows is always the minimum reinforcement required. I cannot figure out why this is happening. Could anyone help me? Also, I remodeled it another time with...