Gravity wall- Determine b (wall width) for both sliding and overturning. 3² - 0² -15' 1 -65-23,000 psf 30' 25 o' ID'- I -65-23,000 psf Fill in this table 1200 pof 1200 psf Use F₂=1.5, Do all 4 wall depths shown. 5400psf 5400psf ៦ Gravity wall (F₂=1.5) y coord b b of wall (A) (sliding) (overturning) (1) (++) 5 -65-23,000 psf 30 25 il -15' - -65²-23,000 psf Ocone 1504² μ = 0.35 at base of wall 1200 psf Concrete volume (²) 1200 psf 5400psf 5400psf The water table is at y=-5 ft

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Gravity wall- Determine b (wall width) for both sliding and
overturning, Use F = 1.5, Do all 4 wall depths shown.
30'
25
0²-
-15'
-65'
30'
25
23,000 psf
0²-
ID'-
23,000 psf
Fill in this table
-5
- 10
1200 psf
<-15
1200 psf
5400psf
Gravity wall (F₂=1.5)
coord
of wall (48) (sliding) (overturning) (1)
O
5400psf
30'
D
5'
-65'
30
25
0' -
-15'-
-65'
23,000 psf
23,000 psf
Ocone 150¹/²
μ = 0.35 at base of wall
Concrete
1200 psf
volume (²)
1200 psf
5400psf
5400psf
The water table is
at y=-5 ft
Transcribed Image Text:Gravity wall- Determine b (wall width) for both sliding and overturning, Use F = 1.5, Do all 4 wall depths shown. 30' 25 0²- -15' -65' 30' 25 23,000 psf 0²- ID'- 23,000 psf Fill in this table -5 - 10 1200 psf <-15 1200 psf 5400psf Gravity wall (F₂=1.5) coord of wall (48) (sliding) (overturning) (1) O 5400psf 30' D 5' -65' 30 25 0' - -15'- -65' 23,000 psf 23,000 psf Ocone 150¹/² μ = 0.35 at base of wall Concrete 1200 psf volume (²) 1200 psf 5400psf 5400psf The water table is at y=-5 ft
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