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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 concrete and Fe 415 grade steel 150 wbivib bus VERTICAL STEM 3000 ocle nas 1 sare 3o snil odi edi lat al lo noitudiioos te anahoquido o nil bol Ta dguoub a ai sead 1000 400 TOE 200 Fig. 18.7 T-retaining wall

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 concrete and Fe 415 grade steel 150 wbivib bus VERTICAL STEM 3000 ocle nas 1 sare 3o snil odi edi lat al lo noitudiioos te anahoquido o nil bol Ta dguoub a ai sead 1000 400 TOE 200 Fig. 18.7 T-retaining wall

Structural Analysis
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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Design the vertical stem of a T-shaped retaining wall for a height of 3 m above ground level. The top of the earth retained is surcharged at an angle of 10° with 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 concrete and Fe 415 grade steel 150 TI lasine VERTICAL STEM 3000 oale nes 1 seneoed to sail od inds 9lo moitudinaos te o enahoquido o ni bolo a dguonb eaq ai oead 1000 ed 400 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 ground level. The top of the earth retained is surcharged at an angle of 10° with 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 concrete and Fe 415 grade steel 150 TI lasine VERTICAL STEM 3000 oale nes 1 seneoed to sail od inds 9lo moitudinaos te o enahoquido o ni bolo a dguonb eaq ai oead 1000 ed 400 TOE 200 Fig. 18.7 T-retaining wall
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