Situation #5 CE Board May 2015 A 9 m. cantilever retaining wall is subjected to active pressure increasing from B kN/m at the top (free end) to X kN/m at the base (fixed end) per meter strip of length of wall along its longitudinal axis. 9 m #32 Calcluate the maximum shear in KN. #33 Calculate the maximum moment. #34 If the wall were laterally supported at the free end, determine the moment (kN.m.) at the base. For increasing triangular load WL² FEM at the base 30 FEM at the top is is WL² 20

Situation #5 CE Board May 2015 A 9 m. cantilever retaining wall is subjected to active pressure increasing from B kN/m at the top (free end) to X kN/m at the base (fixed end) per meter strip of length of wall along its longitudinal axis. 9 m #32 Calcluate the maximum shear in KN. #33 Calculate the maximum moment. #34 If the wall were laterally supported at the free end, determine the moment (kN.m.) at the base. For increasing triangular load WL² FEM at the base 30 FEM at the top is is WL² 20

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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