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Showing results for tags 'truss connection to column'.
Found 3 results
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Can any one please help me with resources they have for designing Steel roof truss and Rcc column joint? Also if there is any references available for modelling such structural joints in ETABS? Thanks
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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 all of steel components removed. The analysis result was satisfactory then. Why cant I get similar result with truss atop?
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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 tensile strength. some one told me go for A 36 ( 36,58)
