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A drilled shaft, as shown below has the following dimensions: L1 = 22 ft, Ds =...
Problem 6: For the foundation shown below with eL = 1.2 ft, eB = 0.15 ft,...
Problem 6: For the foundation shown below with eL = 1.2 ft, eB =
0.15 ft, calculate the allowable load that the foundation can carry
using a factor of Safety of 3 and the General Bearing
Capacity.
Problem б: For the foundation shown below with e-= 1.2 ft. ев = 0.15 ft, calculate the allowable load that the foundation can carry using a factor of Safety of 3 and the General Bearing Capacity oblein Sand d'=35° c'=0 γ = 115...
number 2 please 1. A continuous footing is shown in the figure below. Using Terzaghi's ultimate...
number 2 please
1. A continuous footing is shown in the figure below. Using Terzaghi's ultimate b.c. equation and bearing capacity factors, determine the gross allowable load per unit area (qall) that the footing will carry. Given: y 112 pcf, c' 450 psf, ' 22, Dr 4 ft, B 3 ft, and F.S. 3. 4all Unit weight of soil y 2. Repeat problem #1 using the general bearing capacity equation. Use the appropriate assumptions
1. For the foundation shown below: spp 60 kips (Load obtained from structural engineer) G.W.T 몰3...
1. For the foundation shown below: spp 60 kips (Load obtained from structural engineer) G.W.T 몰3ft Poorly Graded Sand (SP): 1m115 pcf (above G.W.T.) Ysat 125 pcf (below G.W.T.) Square footing, 4'x 4 imension Infoma 1-ft x 1-ft square concrete column. 1-ft thick foot" flanges conc 150 pcf Assume weight of reinforcing steel included in unit weight of concrete. Assume compacte weighs the same as in-situ soil d backfil Assume this foundation is being designed for a warehouse that had...
Problem 6: For the foundation shown below with eL = 1.2 ft, eB =
0.15 ft, calculate the allowable load that the foundation can carry
using a factor of Safety of 3 and the General Bearing
Capacity.
Problem б: For the foundation shown below with e-= 1.2 ft. ев = 0.15 ft, calculate the allowable load that the foundation can carry using a factor of Safety of 3 and the General Bearing Capacity oblein Sand d'=35° c'=0 γ = 115...
number 2 please
1. A continuous footing is shown in the figure below. Using Terzaghi's ultimate b.c. equation and bearing capacity factors, determine the gross allowable load per unit area (qall) that the footing will carry. Given: y 112 pcf, c' 450 psf, ' 22, Dr 4 ft, B 3 ft, and F.S. 3. 4all Unit weight of soil y 2. Repeat problem #1 using the general bearing capacity equation. Use the appropriate assumptions
1. For the foundation shown below: spp 60 kips (Load obtained from structural engineer) G.W.T 몰3ft Poorly Graded Sand (SP): 1m115 pcf (above G.W.T.) Ysat 125 pcf (below G.W.T.) Square footing, 4'x 4 imension Infoma 1-ft x 1-ft square concrete column. 1-ft thick foot" flanges conc 150 pcf Assume weight of reinforcing steel included in unit weight of concrete. Assume compacte weighs the same as in-situ soil d backfil Assume this foundation is being designed for a warehouse that had...
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