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QUESTION: What is the difference between this equation used by the NSCP from the standard IBC equations?

Is V measured in kips?

V = Z I C W / Rw

where:

Z=seismic zone factor

I= Occupancy importance

C= base shear coefficient

W=total dead load

S=site coefficient

Rw= moment resisting frame

ANSWER: Dear Franco

Please write me back the IBC relationship. The difference is basically On method of design, working stress ( in this relationship) and ultimate design ( I guess IBC follow this one). Then usually you see a factor 1.4 to 1.6 difference between them.

The units is dependent of unit of W in both codes.

Regards

BEH

[an error occurred while processing this directive]---------- FOLLOW-UP ----------

QUESTION: IBC standard equation for base shear:

V = Cs W

where:

W = effective seismic weight

Cs = Seismic response coefficient

Cs= Sds/(R*Ie)

R= response modification factor

Ie= importance factor

for T<=Tl (period and long transitional period)

see http://site.iugaza.edu.ps/sshihada/files/2012/02/Handout-9-13.pdf page 166

Dear Franco

As I stated in my last letter , The difference is in R and Rw factor. In IBC you have smaller R which lead to ultimate design forces but in the some codes they use Rw which is bigger in quantity and lead to allowable stress design. The difference between R and Rw is almost the factor of safety say 1.5 to 2

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