2 ft 24 ft 24 ft 24 ft 2 ft Problem 4 B E F G 3 ft DL=190 kip DL-100 kip DL=180 kip LL = 60 kip LL= 120 kip DL=110 ki • The plan of a mat foundation with column loads is shown in Figure 2. Use the rigid method to calculate the soil pressures at point A, B, C, D, E, F, G, H, , J, K, L, M and N. The size of the mat is 76 ft x 96 ft, all columns are 24 in x 24 in in section, and qaloet = 1.5 kip/ft?. Verify that the soil pressures are less than the net allowable bearing capacity. LL = 120 kip LL = 70 ki 30 ft DL-180 kip DL=360 kip LL = 120 kip LL= 200 kip Ty LL= 250 kip LL =120 k DL-400 kip DL=200 kip 30 ft DL-190 kip DL=400 kip DL=T40 kip DL=200 kip
2 ft 24 ft 24 ft 24 ft 2 ft Problem 4 B E F G 3 ft DL=190 kip DL-100 kip DL=180 kip LL = 60 kip LL= 120 kip DL=110 ki • The plan of a mat foundation with column loads is shown in Figure 2. Use the rigid method to calculate the soil pressures at point A, B, C, D, E, F, G, H, , J, K, L, M and N. The size of the mat is 76 ft x 96 ft, all columns are 24 in x 24 in in section, and qaloet = 1.5 kip/ft?. Verify that the soil pressures are less than the net allowable bearing capacity. LL = 120 kip LL = 70 ki 30 ft DL-180 kip DL=360 kip LL = 120 kip LL= 200 kip Ty LL= 250 kip LL =120 k DL-400 kip DL=200 kip 30 ft DL-190 kip DL=400 kip DL=T40 kip DL=200 kip
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![2 ft
2 ft
24 ft
24 ft
24 ft
Problem 4
B
D
E
F
G
| 3 ft
DL=100 kip DL=180 kip
LL = 60 kịp LL = 120 kip
DL=190 kip
DL=110 ki
• The plan of a mat foundation with column loads is shown in
Figure 2. Use the rigid method to calculate the soil
pressures at point A, B, C, D, E, F, G, H, , J, K, L, M and N. The
size of the mat is 76 ft x 96 ft, all columns are 24 in x 24 in
in section, and qlnet = 1.5 kip/ft². Verify that the soil
pressures are less than the net allowable bearing capacity.
LL = 120 kip LL = 70 ki
30 ft
DL=180 kip
DL=400 kip DL=200 kip
LL = 250 kip LL = 120 kip
DL=360 kip
LL = 120 kip LL = 200 kip
ex
30 ft
DL-190 kip DL=500 kip
LL = 130'kip LL = 240 kip
DL=T10 kip DL=200 kip
LL =300 kip LL =120 kip
30 ft
DL=180 kip DL=120 kip
LL =120 kip L =70 kip x'
3 ft
IDL=120 kip DL=180 kip
ILL =70 kip
LL =120 kip
J
Figure 2: Plan of a Mat Foundation
M
L
K
H](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Ff49f1295-8cf6-4b25-aafa-282cb35e3758%2F37f3ed86-b4fc-4267-b524-174c2e8ef615%2Fpdnv88k5_processed.jpeg&w=3840&q=75)
Transcribed Image Text:2 ft
2 ft
24 ft
24 ft
24 ft
Problem 4
B
D
E
F
G
| 3 ft
DL=100 kip DL=180 kip
LL = 60 kịp LL = 120 kip
DL=190 kip
DL=110 ki
• The plan of a mat foundation with column loads is shown in
Figure 2. Use the rigid method to calculate the soil
pressures at point A, B, C, D, E, F, G, H, , J, K, L, M and N. The
size of the mat is 76 ft x 96 ft, all columns are 24 in x 24 in
in section, and qlnet = 1.5 kip/ft². Verify that the soil
pressures are less than the net allowable bearing capacity.
LL = 120 kip LL = 70 ki
30 ft
DL=180 kip
DL=400 kip DL=200 kip
LL = 250 kip LL = 120 kip
DL=360 kip
LL = 120 kip LL = 200 kip
ex
30 ft
DL-190 kip DL=500 kip
LL = 130'kip LL = 240 kip
DL=T10 kip DL=200 kip
LL =300 kip LL =120 kip
30 ft
DL=180 kip DL=120 kip
LL =120 kip L =70 kip x'
3 ft
IDL=120 kip DL=180 kip
ILL =70 kip
LL =120 kip
J
Figure 2: Plan of a Mat Foundation
M
L
K
H
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