The truss shown is supported by a roller at A and a pin at H. Calculate the reactions at these supports and identify all the zero-force members (right minus wrong). Draw the FBD of the whole truss without the zero-force members and using the method of joints, determine the axial forces experienced by members KD (FKD) and RD (FRD). Also, using the method of sections, determine the force in member SM (FSM). Answers with no supporting equations and diagrams (i.e., FBD of joints or segments) will not be considered. 43° 1.3 kip 5¹ 2 kip 5' K C 43° 2 kip 5' DE 5' F 1.5 kip 5' 2.2 kip 76⁰ 1.5 kip 5' ------ N H 6.5' 6.5'

International Edition---engineering Mechanics: Statics, 4th Edition
4th Edition
ISBN:9781305501607
Author:Andrew Pytel And Jaan Kiusalaas
Publisher:Andrew Pytel And Jaan Kiusalaas
Chapter4: Coplanar Equilibrium Analysis
Section: Chapter Questions
Problem 4.119P: The hinge shown is the type used on the doors of some automobiles. If a torsion spring at F applies...
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The truss shown is supported by a roller at A and a pin at H. Calculate the reactions
at these supports and identify all the zero-force members (right minus wrong). Draw
the FBD of the whole truss without the zero-force members and using the method
of joints, determine the axial forces experienced by members KD (FKD) and RD (FRD).
Also, using the method of sections, determine the force in member SM (FSM).
Answers with no supporting equations and diagrams (i.e., FBD of joints or segments)
will not be considered.
43°
1.3 kip
5¹
2 kip
5'
K
C
43°
2 kip
5'
DE
5'
F
1.5 kip
5'
2.2 kip
76⁰
1.5 kip
5'
-------
N
H
6.5'
6.5'
Transcribed Image Text:The truss shown is supported by a roller at A and a pin at H. Calculate the reactions at these supports and identify all the zero-force members (right minus wrong). Draw the FBD of the whole truss without the zero-force members and using the method of joints, determine the axial forces experienced by members KD (FKD) and RD (FRD). Also, using the method of sections, determine the force in member SM (FSM). Answers with no supporting equations and diagrams (i.e., FBD of joints or segments) will not be considered. 43° 1.3 kip 5¹ 2 kip 5' K C 43° 2 kip 5' DE 5' F 1.5 kip 5' 2.2 kip 76⁰ 1.5 kip 5' ------- N H 6.5' 6.5'
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