Design the vertical stem of a T-shaped retaining wall for a height of 3 m above the ground level. The top of the earth retained is surcharged at an angle of 10° with the horizontal as shown in Fig. 18.7. The angle of repose of earth is 29° and its density is 17 kN/m³. The safe bearing pressure is T00 kN/m². Vse M25
Design the vertical stem of a T-shaped retaining wall for a height of 3 m above the ground level. The top of the earth retained is surcharged at an angle of 10° with the horizontal as shown in Fig. 18.7. The angle of repose of earth is 29° and its density is 17 kN/m³. The safe bearing pressure is T00 kN/m². Vse M25
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![Design the vertical stem of a T-shaped retaining
wall for a height of 3 m above the ground level.
The top of the earth retained is surcharged at an
angle of 10° with the horizontal as shown in Fig.
18.7. The angle of repose of earth is 29° and its
density is 17 kN/m³. The safe bearing pressure is
100 kN/m². Use M25 <on<rete and Fe 415 grade
steel.
150
10/77777T
VERTICAL 8.0 85
STEM
3000
Gele ne seteed l ao Tola le ai lo nodinnos lod
to sit sdt terli oe iog bvode
trion tunde
ai sesd onita sil,atotu000
w esors an dina.as Inatluens
400 0ite
TOE
200
Fig. 18.7 T-retaining wall](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Ff9278bf1-8560-4124-b694-137f55e8b78f%2F2f6a4f2e-e646-4aa8-952f-844cb5a6627c%2Fr18h3gs_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Design the vertical stem of a T-shaped retaining
wall for a height of 3 m above the ground level.
The top of the earth retained is surcharged at an
angle of 10° with the horizontal as shown in Fig.
18.7. The angle of repose of earth is 29° and its
density is 17 kN/m³. The safe bearing pressure is
100 kN/m². Use M25 <on<rete and Fe 415 grade
steel.
150
10/77777T
VERTICAL 8.0 85
STEM
3000
Gele ne seteed l ao Tola le ai lo nodinnos lod
to sit sdt terli oe iog bvode
trion tunde
ai sesd onita sil,atotu000
w esors an dina.as Inatluens
400 0ite
TOE
200
Fig. 18.7 T-retaining wall
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