A 9 m. cantilever retaining wall is subjected toactive pressure increasing from A kN/m at thetop (free end) to Y kN/m at the base (fixedend) per meter strip of length of wall along itslongitudinal axis.9mUse:A= 8Y= 29#4 Calcluate the maximum shear in kN.#5Calculate the maximum moment.#6If the wall were laterally supported at thefree end, determine the moment (kN.m.)at the base. For increasing triangular loadWL²FEM at the base30FEM at the top isWL²20

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A 9 m. cantilever retaining wall is subjected to active pressure increasing from A kN/m at the top (free end) to Y KN/m at the base (fixed end) per meter strip of length of wall along its longitudinal axis. 9m #4 Calcluate the maximum shear in kN. #5 #6 Use: A= 8 Y=29 Calculate the maximum moment. 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

A 9 m. cantilever retaining wall is subjected to active pressure increasing from A kN/m at the top (free end) to Y KN/m at the base (fixed end) per meter strip of length of wall along its longitudinal axis. 9m #4 Calcluate the maximum shear in kN. #5 #6 Use: A= 8 Y=29 Calculate the maximum moment. 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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