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Structural Engineering Forum Of Pakistan

Bhuvan Neupane

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  1. Bhuvan Neupane
    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
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