SAND Yay 18KN/m -32 2m Water table SAND Yarated 20KN/m -32 3m Dredge line SAND Yatra 20KN/m -32 Find the driving depth of the cantilever sheetpile for the given profile by using free earth support method. Increase the driving depth about 30% for design. Calculate the maximum bending moment on the wall and determine the minimum required section modulus. (aa200MPa)
SAND Yay 18KN/m -32 2m Water table SAND Yarated 20KN/m -32 3m Dredge line SAND Yatra 20KN/m -32 Find the driving depth of the cantilever sheetpile for the given profile by using free earth support method. Increase the driving depth about 30% for design. Calculate the maximum bending moment on the wall and determine the minimum required section modulus. (aa200MPa)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![SAND
Yay 18kN/m
-32
2m
Water table
SAND
Yunrated 20KN/m
-32
3m
Dredge line
SAND
Yatra 20kN/m
-32
Find the driving depth of the cantilever sheetpile for the given profile by using free earth support
method. Increase the driving depth about 30% for design. Calculate the maximum bending
moment on the wall and determine the minimum required section modulus. (Ga200MPa)](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fa763761a-dbf3-4107-9af9-1a99d54baa52%2F7a0f275a-c5d1-40bb-8263-6692590fe366%2Frl7nr7_processed.jpeg&w=3840&q=75)
Transcribed Image Text:SAND
Yay 18kN/m
-32
2m
Water table
SAND
Yunrated 20KN/m
-32
3m
Dredge line
SAND
Yatra 20kN/m
-32
Find the driving depth of the cantilever sheetpile for the given profile by using free earth support
method. Increase the driving depth about 30% for design. Calculate the maximum bending
moment on the wall and determine the minimum required section modulus. (Ga200MPa)
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