A reinforced earth retaining wall will have a height of 10.5 m. (35 ft) In this case: Calculate: tie rods, check safety by turning and displacement stuffed ϒ Ф´ FS (1) 16.5 kn/m3 34° 3 (2) 105 lb/ft3 35° Foundation (2) 18 kn/m3 115 lb/ft3 28° REINFORCEMENT Sv Sh FY tw tf Фk Fs (1) 1.0 m 1.0 m 250 mpa 0.12 m >0.005 25° 3 (2) 4 ft 4.5 ft 36 ksi 4 in > ¼ “ 22°
A reinforced earth retaining wall will have a height of 10.5 m. (35 ft) In this case: Calculate: tie rods, check safety by turning and displacement stuffed ϒ Ф´ FS (1) 16.5 kn/m3 34° 3 (2) 105 lb/ft3 35° Foundation (2) 18 kn/m3 115 lb/ft3 28° REINFORCEMENT Sv Sh FY tw tf Фk Fs (1) 1.0 m 1.0 m 250 mpa 0.12 m >0.005 25° 3 (2) 4 ft 4.5 ft 36 ksi 4 in > ¼ “ 22°
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
A reinforced earth retaining wall will have a height of 10.5 m. (35 ft) In this case:
Calculate: tie rods, check safety by turning and displacement
stuffed |
ϒ |
Ф´ |
|
FS |
|
|
|
(1) |
16.5 kn/m3 |
34° |
|
3 |
|
|
|
(2) |
105 lb/ft3 |
35° |
|
|
|
|
|
|
|
|
|
|
|||
Foundation (2) |
18 kn/m3 115 lb/ft3 |
28° |
|
|
|
|
|
|
|
|
|
||||
REINFORCEMENT |
Sv |
Sh |
FY |
tw |
tf |
Фk |
Fs |
(1) |
1.0 m |
1.0 m |
250 mpa |
0.12 m |
>0.005 |
25° |
3 |
(2) |
4 ft |
4.5 ft |
36 ksi |
4 in |
> ¼ “ |
22° |
![150 mm top cap
L.
Select backfill
O= 34
7= 17.30 kN/m
Facing unit (interlocks not shown)
Reinforcement lug
D.3 m 1
Lwall footing
"Original ground](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F27d0433c-9eff-4863-b48f-44e54b406b73%2F20ad085d-4149-4cbf-a186-b6bc8bad82b2%2Fa40i1wa_processed.png&w=3840&q=75)
Transcribed Image Text:150 mm top cap
L.
Select backfill
O= 34
7= 17.30 kN/m
Facing unit (interlocks not shown)
Reinforcement lug
D.3 m 1
Lwall footing
"Original ground
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