Problem 2: The figure below shows a cantilever sheet-pile wall penetrating a clay. (a) Determine the actual depth of penetration, (b) maximum moment, and (c) section modulus of the sheet-pile section. Use σall = 160MN/m² L1 = 1.8m L₂ = 2.6m Yary = 17.58kN/m³ Ysat 18.69kN/m³ = 0 = 20° c' = 10kPa 4₁ Water table Dredge line F D Ly σ B D Sand Sand Yat $ c=0 Clay 6=0

Structural Analysis
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Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The figure below shows a cantilever sheet-pile wall penetrating a clay.

(a) Determine the actual depth of penetration,

(b) maximum moment, and

(c) section modulus of the sheet-pile section. Use all = 160MN/m²

 L_{1} = 1.8m

L_{2} = 2.6m

Ydry = 17.58kN/m³ Ysat 18.69kN/m³

theta = 20 deg

c' = 10kPa

Problem 2: The figure below shows a cantilever sheet-pile wall penetrating a clay.
(a) Determine the actual depth of penetration, (b) maximum moment, and (c) section
modulus of the sheet-pile section. Use σall = 160MN/m²
L1 = 1.8m
L₂ = 2.6m
Yary
= 17.58kN/m³
Ysat 18.69kN/m³
=
0 = 20°
c' = 10kPa
4₁
Water
table
Dredge line F
D
Ly
σ
B
D
Sand
Sand
Yat
$
c=0
Clay
6=0
Transcribed Image Text:Problem 2: The figure below shows a cantilever sheet-pile wall penetrating a clay. (a) Determine the actual depth of penetration, (b) maximum moment, and (c) section modulus of the sheet-pile section. Use σall = 160MN/m² L1 = 1.8m L₂ = 2.6m Yary = 17.58kN/m³ Ysat 18.69kN/m³ = 0 = 20° c' = 10kPa 4₁ Water table Dredge line F D Ly σ B D Sand Sand Yat $ c=0 Clay 6=0
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