8 Share - 24 - A A A EE- E E li Text Direction Align Text OFind A几1→0G (i Arrange Quick A Shape Fill Shape Outline BIUS#e AV- Aav . A - E EEE 三 。 Replace - Dictate a Convert to SmartArt Styles O Shape Effects > Select Design Ideas Font Paragraph Drawing Edting Voice Designer Problem 3 • Calculate the settlement if given additional pressure above the surface, Ao = 50 kN/m2. C is assumed 0.009(LL-10) AG = 50 kN/m2 Yary = 16.5 kN/m v Groundwater table 2.5 m Sand 4.5 m Sand Yut = 18.81 kN/m Clay Yat = 19.24 kN/m :Void ratio, e= 0.9 LL = 50 5m Sand +81% k to add notes 2Notes

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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8 Share
- 24
- A A A E
1A Text Direction
A D00-
ALLDIG
A Shape Fill
OFind
BIUS AV- Aa
Align Text
V Shape Outline
Replace
EE V
Arrange Quick
Dictate
Design
a Convert to SmartArt
Styles O Shape Effects
> Select
Ideas
Font
Paragraph
Drawing
Editing
Voice
Designer
Problem 3
• Calculate the settlement if given additional
pressure above the surface, Ao =
assumed = 0.009(LL-10)
50 kN/m2. C, is
Ao = 50 kN/m²
2.5 m
Sand
Ydry = 16.5 kN/m³
Groundwater table
4.5 m
Sand
Yat = 18.81 kN/m³
Clay
Yat = 19.24 kN/m3
5 m
:Void ratio, e 0.9
LL = 50
Sand
O37
81% 中
k to add notes
A Notes
Transcribed Image Text:8 Share - 24 - A A A E 1A Text Direction A D00- ALLDIG A Shape Fill OFind BIUS AV- Aa Align Text V Shape Outline Replace EE V Arrange Quick Dictate Design a Convert to SmartArt Styles O Shape Effects > Select Ideas Font Paragraph Drawing Editing Voice Designer Problem 3 • Calculate the settlement if given additional pressure above the surface, Ao = assumed = 0.009(LL-10) 50 kN/m2. C, is Ao = 50 kN/m² 2.5 m Sand Ydry = 16.5 kN/m³ Groundwater table 4.5 m Sand Yat = 18.81 kN/m³ Clay Yat = 19.24 kN/m3 5 m :Void ratio, e 0.9 LL = 50 Sand O37 81% 中 k to add notes A Notes
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