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

Structural Analysis
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Chapter2: Loads On Structures
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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
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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