G+3 Building Analysis & Design in Etabs | G+3 building load combinations Analysis results | Etabs

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  • Опубліковано 13 гру 2024

КОМЕНТАРІ • 2

  • @tayyababid2530
    @tayyababid2530 Рік тому

    I think that the area of steel is very less in your model. Kindly guide me in this situation.

  • @rathodpavan1775
    @rathodpavan1775 2 місяці тому

    Why the Steel required in column is less at below storeys than the upper one, practically more load comes on the columns at bottom storey so there has to be higher steel, why ETAB showing opposite??