Q3: for the wall shown: 3m 4m ↓ -2. 20kpa #G..T c'. 5okpa $=15₁ Y= 19.8 11eN/m³ c'= lookpa 410°, Y. 20.81 kN/m² ad the total horizontal force and location of the line action on the wall in the Fowing case: =) At rest condition -) Active condition Passive condition Using Rankine earth pressure theory

Q3: for the wall shown: 3m 4m ↓ -2. 20kpa #G..T c'. 5okpa $=15₁ Y= 19.8 11eN/m³ c'= lookpa 410°, Y. 20.81 kN/m² ad the total horizontal force and location of the line action on the wall in the Fowing case: =) At rest condition -) Active condition Passive condition Using Rankine earth pressure theory

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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