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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
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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Structure shown below has a free end at D. When a loading is applied to this structure point D moves 23 mm to the right hand side. A horizontal force is applied at D to get it back to at its original position. What should be the magnitude of this 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 I E*1/10^12 158 N.mm^2 L = 2 m a= 9 kN.m b= 12 kN.m C= 16 kN.m
Transcribed Image Text:Structure shown below has a free end at D. When a loading is applied to this structure point D moves 23 mm to the right hand side. A horizontal force is applied at D to get it back to at its original position. What should be the magnitude of this 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 I E*1/10^12 158 N.mm^2 L = 2 m a= 9 kN.m b= 12 kN.m C= 16 kN.m
2.5L EI EI EI D L BmD due to a unit load at D load at J L 1 T a BMD when D is free
Transcribed Image Text:2.5L EI EI EI D L BmD due to a unit load at D load at J L 1 T a BMD when D is free
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