4 - Calculate the FOS for overturning abutment (retaining wall) shown below, assume this wall is restrained by the bridge deck from deflecting away from the embankment but the bridge deck does not add any resistance to overturning toward the FOS. for the bridge BRIDGE DECK 12" p= 30° Y=120pcf C=0 8' Yeone= 145pcf 12' 18",

4 - Calculate the FOS for overturning abutment (retaining wall) shown below, assume this wall is restrained by the bridge deck from deflecting away from the embankment but the bridge deck does not add any resistance to overturning toward the FOS. for the bridge BRIDGE DECK 12" p= 30° Y=120pcf C=0 8' Yeone= 145pcf 12' 18",

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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