Refer to Fig. 3-17. What is the minimum width b for the base of a dam 100 ft high if upward pressure beneath the dam is assumed to vary uniformly from full hydrostatic head at the heel to zero at the toe, and also assuming an ice thrust F1 of 12,480 Ib per linear foot of dam at the top? For this study make the resultant of the reacting forces cut the base at the downstream edge of the middle third of the base (at O) and take the weight of the masonry as 2.50 \gamma .