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A retaining wall 8 m high with a smooth vertical back retains a clay backfill with C = 15 kN/m2, 0 = 15° and y= 18 kN/m3. (Given sin 15° = 0.25). The pressure at the top will, nearly, be equal to (a) 35.2 kN/m2 (c) 27.6 kN/m² %3D %3D (b) 23.0 kN/m² (d) 11.5 kN/m²

A retaining wall 8 m high with a smooth vertical back retains a clay backfill with C = 15 kN/m2, 0 = 15° and y= 18 kN/m3. (Given sin 15° = 0.25). The pressure at the top will, nearly, be equal to (a) 35.2 kN/m2 (c) 27.6 kN/m² %3D %3D (b) 23.0 kN/m² (d) 11.5 kN/m²

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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A retaining wall 8 m high with a smooth vertical back retains a clay backfill with C = 15 kN/m2, 0 = 15° and y= 18 kN/m3. (Given sin 15° = 0.25). The pressure at the top will, nearly, be equal to (a) 35.2 kN/m2 (c) 27.6 kN/m² %3D (b) 23.0 kN/m2 (d) 11.5 kN/m2
Transcribed Image Text:A retaining wall 8 m high with a smooth vertical back retains a clay backfill with C = 15 kN/m2, 0 = 15° and y= 18 kN/m3. (Given sin 15° = 0.25). The pressure at the top will, nearly, be equal to (a) 35.2 kN/m2 (c) 27.6 kN/m² %3D (b) 23.0 kN/m2 (d) 11.5 kN/m2
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