Just a quick question, assuming that Durability factor (Sd) is already attained, Sd will be multiplied to the factored moment right and not the service moment?
second, after multiplying the Durability factor to the factored moment, now you can design with the required reinforcement irregardless from the spacing and rebar you had considered in attaining the durability factor (Sd)?
hope some one can enlighten me,
second, after multiplying the Durability factor to the factored moment, now you can design with the required reinforcement irregardless from the spacing and rebar you had considered in attaining the durability factor (Sd)?
hope some one can enlighten me,