PROBLEM 3-3. - Given the pressure diagram shown below for an anchored sheet pile bulkhead, and Depth of Embedment shown, you are to determine the following: A. the tie anchor load (rods spaced every 7 ft. laterally along the wall), B. the position (laterally away from the sheeting) of an 8 ft. tall deadman anchor, so there is no interaction between the anchor block passive wedge and the sheet pile active wedge. C. the depth of a continuous anchor block placed at lateral position determined in B. But you are to ignore the 8 ft. height of anchor block indicated in B.

PROBLEM 3-3. - Given the pressure diagram shown below for an anchored sheet pile bulkhead, and Depth of Embedment shown, you are to determine the following: A. the tie anchor load (rods spaced every 7 ft. laterally along the wall), B. the position (laterally away from the sheeting) of an 8 ft. tall deadman anchor, so there is no interaction between the anchor block passive wedge and the sheet pile active wedge. C. the depth of a continuous anchor block placed at lateral position determined in B. But you are to ignore the 8 ft. height of anchor block indicated in B.

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

Help, please. I'm having trouble answering parts B and C

-21-
PROBLEM 3-3. - Given the pressure diagram shown below for an anchored sheet
pile bulkhead, and Depth of Embedment shown, you are to determine the following:
A. the tie anchor load (rods spaced every 7 ft. laterally along the wall),
B. the position (laterally away from the sheeting) of an 8 ft. tall deadman anchor,
so there is no interaction between the anchor block passive wedge
and the sheet pile active wedge.
C. the depth of a continuous anchor block placed at lateral position determined in B.
But you are to ignore the 8 ft. height of anchor block indicated in B.
2311 psf
-->>
28
6
2
2
دو-
291
psf
?
5
B
=33°
X=124 psf
801psf
T
9
10:

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Step 2: A. The tie anchor load:

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Step 3: B. The position of an 8 ft. tall dead man anchor:

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Step 4: C. The depth of a continuous anchor block placed at lateral position determined in B

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