HH₂H(b)c. Determine the reaction at Strut A (in lb).d. Determine the reaction at Strut B (in lb).e. Determine the reaction at Strut C (in lb).f. Determine the reaction at Strut D (in lb).Clay7₁. CLClayY2- €₂ClayfYn CRefer to the figure above which shows a braced cut in layered clay. Given: H = = 25ftH₁ = 5ftH₂ = 10ftC₁ = 2125psfC₂ = 1565psf1/₁ = 111pcfY2 = 107pcfH3 = 10ftC3 = 1670psfY3 = 109pcfa.Determine the average cohesion (in psf) for the construction of the earth-pressure envelope.b. Determine the average unit weight (in pcf) for the construction of the earth-pressure envelope.If the strut A, B, C and D is located at a depth of 5ft, 10ft, 15ft and 20ft, respectively. The center-to-center strut spacing in the plan = 12ft.

Data given Find: (a) Average Cohesion (b) Average unit weight (c) Reaction at Strut A (d) Reaction…

C₁ = 2125psf Y₁ = 111pcf H₁ H₂ H₂ = 10ft C₂ = 1565psf Y2 = 107pcf Clay Y₁-C1 Refer to the figure above which shows a braced cut in layered clay. Given: H = 25ft H₂ = 5ft c. Determine the reaction at Strut A (in lb). d. Determine the reaction at Strut B (in lb). Determine the reaction at Strut C (in lb). f. Determine the reaction at Strut D (in lb). e. Clay Y2- €₂ Clay H₂ = 10ft = 1670psf Y₁ = 109pcf a. Determine the average cohesion (in psf) for the construction of the earth-pressure envelope. b. Determine the average unit weight (in pcf) for the construction of the earth-pressure envelope. If the strut A, B, C and D is located at a depth of 5ft, 10ft, 15ft and 20ft, respectively. The center-to- center strut spacing in the plan = 12ft.

C₁ = 2125psf Y₁ = 111pcf H₁ H₂ H₂ = 10ft C₂ = 1565psf Y2 = 107pcf Clay Y₁-C1 Refer to the figure above which shows a braced cut in layered clay. Given: H = 25ft H₂ = 5ft c. Determine the reaction at Strut A (in lb). d. Determine the reaction at Strut B (in lb). Determine the reaction at Strut C (in lb). f. Determine the reaction at Strut D (in lb). e. Clay Y2- €₂ Clay H₂ = 10ft = 1670psf Y₁ = 109pcf a. Determine the average cohesion (in psf) for the construction of the earth-pressure envelope. b. Determine the average unit weight (in pcf) for the construction of the earth-pressure envelope. If the strut A, B, C and D is located at a depth of 5ft, 10ft, 15ft and 20ft, respectively. The center-to- center strut spacing in the plan = 12ft.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

H
H₂
H
(b)
c. Determine the reaction at Strut A (in lb).
d. Determine the reaction at Strut B (in lb).
e. Determine the reaction at Strut C (in lb).
f. Determine the reaction at Strut D (in lb).
Clay
7₁. CL
Clay
Y2- €₂
Clay
f
Yn C
Refer to the figure above which shows a braced cut in layered clay. Given: H = = 25ft
H₁ = 5ft
H₂ = 10ft
C₁ = 2125psf
C₂ = 1565psf
1/₁ = 111pcf
Y2 = 107pcf
H3 = 10ft
C3 = 1670psf
Y3 = 109pcf
a.
Determine the average cohesion (in psf) for the construction of the earth-pressure envelope.
b. Determine the average unit weight (in pcf) for the construction of the earth-pressure envelope.
If the strut A, B, C and D is located at a depth of 5ft, 10ft, 15ft and 20ft, respectively. The center-to-
center strut spacing in the plan = 12ft.

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