UPPER COLUMN REQUIRES MORE STEEL AREA THAN THE LOWER COLUMN
UPPER COLUMN REQUIRES MORE STEEL AREA THAN THE LOWER COLUMN
(OP)
PLS ADVICE ME HOW TO REMEDY THIS PROBLEM. THANKS YOU. ETABS USER
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UPPER COLUMN REQUIRES MORE STEEL AREA THAN THE LOWER COLUMN
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RE: UPPER COLUMN REQUIRES MORE STEEL AREA THAN THE LOWER COLUMN
RE: UPPER COLUMN REQUIRES MORE STEEL AREA THAN THE LOWER COLUMN
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RE: UPPER COLUMN REQUIRES MORE STEEL AREA THAN THE LOWER COLUMN
On the roof, you have no benefit of the column above.
RE: UPPER COLUMN REQUIRES MORE STEEL AREA THAN THE LOWER COLUMN
RE: UPPER COLUMN REQUIRES MORE STEEL AREA THAN THE LOWER COLUMN
high reinforcement ratio is not related with the experience. You just prepare your column interaction diagram and check whether it is consistent with the required reinforcement ratio.
As to experince point, I checked many times and ETABS calculates perfectly.