ExampleA retainingAwallagainstmudsli do1a tobybeconst ruetaedPlacingo. em highandwiderectangularconcre teblocks2 700 kgr55)si debyside, agfigure. The.frictionShowncoefficientbetweenblocksthegroundandtheconere teis o.3oandthedensi tyof mudis aboutI 800 kan 3Therethattheconcerrstheconcretebloaksetideoverormayleftedgesthemudlevelrises.a unitf'ollowingetheConsideringleng th of INall, Determine.feictionandheightTheat whichblockswillovercomethe(a)mudstiding.The mud height으tartblockswillover.(b)at whichConcreleMudPm

Given data : width of concrete block (w)=0.2 m Height of concrete block (H)=0.8 m Density of mud…

Example o4 A retaining wall against mud sli do 1s to be construc taed by Placing 0. Bm high and wide rectangular concre te blocks (P= 2 F00 kgrs 5) si de by si de, aa figure. The frie tion Shown coefficient between ground the and the conere te hlocks Is o.3 and the densi ty of mud is about I Bo0 kgni 3 There that conerete bloake etide the concerts the may over or left edges the mud level rises. Considering a unit Teng th of Iwall, TDetermine the followinge feiction and height at which blocks will Overcome The mud the stiding. mud height etart blocks will over. 2. The at which Concrele Mud Pro

Example o4 A retaining wall against mud sli do 1s to be construc taed by Placing 0. Bm high and wide rectangular concre te blocks (P= 2 F00 kgrs 5) si de by si de, aa figure. The frie tion Shown coefficient between ground the and the conere te hlocks Is o.3 and the densi ty of mud is about I Bo0 kgni 3 There that conerete bloake etide the concerts the may over or left edges the mud level rises. Considering a unit Teng th of Iwall, TDetermine the followinge feiction and height at which blocks will Overcome The mud the stiding. mud height etart blocks will over. 2. The at which Concrele Mud Pro

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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etermine the maximum value of P that can be applied before any slipping takes place. P H=0.35 80 N 50 N 40 N μ = 0.25, = 0.3- B
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