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Showing results for tags 'torsion etabs'.
Found 2 results
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Hi there, I having a problem understanding the design output in Etabs in a RC structure. For a given beam concrete design check, i am getting the following results in a certain beam section: 1- for Longitudinal reinforcement: TOP= 1.5 in2...
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even though all the sections is right the beam keeps on failing . i changed the torsional coffiecient to 0.01 . removed the load but its of no use it keeps failing giving an error shear and torsional coffficient exceeds.i have attached the model . thank you for the help SHIVA KUMARI.EDB
