Can you please give atleast 2 specific situations requiring grouting then explain

What is the LRFD time effect factor, A, for a member designed for the 1.2D+1.6L load combination where the live load comes from occupancy? 1.0 0.8 1.25 0.7

or each of the building properties listed below, identify which parameter from the base shear equations shall apply.   Building occupancy and function     Question 6 options:   SD1 and SDs, seismic acceleration parameters   R, response modification factor   I, importance factor   T, period   None of these

I need a quick solution within 15 minutes With my best wishesTon