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"Big Column and small beam" Rule

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Hello List,

The " Big Column and small beam rule" for SMRF gave me problems when I was

because it made the columns very big for low rise long span structures. I
was worried when

my former boss who is a senior engineer increased a beam depth  on a
structure because

I initially thought this  violated the rule.

I realized later the building with RC columns, beams and slabs has a rigid
diaphragm so the rule might not apply in that case.

I have read from other books in Seismic design that this rule may not be a
good theory. Your comments please.

Thanks in advance.

Alex Nacionales

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