q = 2000 psi (Ib/ft?) SAND: y = 700.25 lb/ft, Ø= 32°, c = 0 lb/ft? 6 ft SILTY SAND: y = 700.25 Ib/ft, Ø= 20°, c = 4177.09 Ib/ft? 2 ft SILTY CLAY: y = 802.10 Ib/ft, Ø= 10°, c = 12531.3 lb/ft? 9 ft CLAY: y = 763.91 lb/ft3, Ø= 0°, c = 16708.3 Ib/ft? 8 ft SILTY CLAY TILL: y = 763.91 kN/m3, Ø= 20°, c = 8354.17 Ib/ft? 5 ft
q = 2000 psi (Ib/ft?) SAND: y = 700.25 lb/ft, Ø= 32°, c = 0 lb/ft? 6 ft SILTY SAND: y = 700.25 Ib/ft, Ø= 20°, c = 4177.09 Ib/ft? 2 ft SILTY CLAY: y = 802.10 Ib/ft, Ø= 10°, c = 12531.3 lb/ft? 9 ft CLAY: y = 763.91 lb/ft3, Ø= 0°, c = 16708.3 Ib/ft? 8 ft SILTY CLAY TILL: y = 763.91 kN/m3, Ø= 20°, c = 8354.17 Ib/ft? 5 ft
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Compute the Resultant of the Lateral Active Force
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