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Stiffness reduction according to 10.10.4.1 aci318-08

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From: iman zakeriiman_zakery(--nospam--at)yahoo.com
         To: seaint(--nospam--at)seaint.org
    Subject: Stiffness reduction according to 10.10.4.1 aci318-08

    According to aci 318-08, we should reduc wall section property by 0.35Ig. what is your idea about reduction of shear stiffness? do you agree with ACI that we should just reduce the flexural stiffness of wall?

Sincerely,

Iman Zakery