Structure shown below has a free end at D. When a loading is applied to this structure point D moves 23 mm to the righthand side. A horizontal force is applied at D to get it back to at its original position. What should be the magnitude of thisforce in kN?Key in the result to ONE Decimal Place. For example, 1.2 and not 1 or 1.21Enter the numeric value without unit. For example, 1.2 and not 1.2 kNIE*1/10^12 158 N.mm^2L = 2 ma= 9 kN.mb= 12 kN.mC= 16 kN.m 2.5LEIEIEIDLBmD due to a unit load at Dload atJL1TaBMD when D is free

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Structure shown below has a free end at D. When a loading is applied to this structure point D moves 23 mm hand side. A horizontal force is applied at D to get it back to at its original position. What should be the magn force in kN? Key in the result to ONE Decimal Place. For example, 1.2 and not 1 or 1.21 Enter the numeric value without unit. For example, 1.2 and not 1.2 kN E*1/10^12 158 N.mm^2 L=2m a= 9 kN.m b= 12 kN.m C= 16 kN.m

Structure shown below has a free end at D. When a loading is applied to this structure point D moves 23 mm hand side. A horizontal force is applied at D to get it back to at its original position. What should be the magn force in kN? Key in the result to ONE Decimal Place. For example, 1.2 and not 1 or 1.21 Enter the numeric value without unit. For example, 1.2 and not 1.2 kN E*1/10^12 158 N.mm^2 L=2m a= 9 kN.m b= 12 kN.m C= 16 kN.m

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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