Question 430-Points) Given: fe= 3.0 ksi fy - 60 ksi 9. = 2.0 ksf Column 1 16 in x 16 in 8 #8 bars D.Lj. - 180 kips L.L.

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Question 430 Points Given Fe 3 0 Ksi Fy 60 Ksi 9 2 0 Ksf Column 1 16 In X 16 In 8 8 Bars D Lj 180 Kips L L 1 (48.53 KiB) Viewed 21 times

Question 430-Points) Given: fe= 3.0 ksi fy - 60 ksi 9. = 2.0 ksf Column 1 16 in x 16 in 8 #8 bars D.Lj. - 180 kips L.L. = 110 kips Column 2 20 in x 20 in 8# 10 bars D.L. - 220 kips L.L. - 150 kips Edge of column 1 is at property line. Center to center column spacing is, s16 ft. Design a rectangular-shaped, combined footing, assuming a rigid footing and uniform soil pressure. 2 Pa