1.2D 1.0E f1L and a reduction factor of 0.65 in LRFD and a load combination of D 0.75L 0.75(0.7E) with a factor of safety of 2.0 is to be designed using both methodologies. Determine which methodology works better for different ratios of Earthquake Load to Live over Dead Load (E/(L/D) ratio). Note: Use L/D = 0.5, 1.0 and 2