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 5' 2 kip K B с in 43° 2 kip 5' DE 5' F 1.5 kip 5' MYO 2.2 kip 76⁰ 1.5 kip 5¹ H 6.5' 6.5'

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 5' 2 kip K B с in 43° 2 kip 5' DE 5' F 1.5 kip 5' MYO 2.2 kip 76⁰ 1.5 kip 5¹ H 6.5' 6.5'

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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(ENGINERRING MECHANICS) UPVOTE WILL BE GIVEN. PLEASE WRITE THE COMPLETE SOLUTIONS. SOLVE IN 6 DECIMAL PLACES. BOX THE FINAL ANSWERS.

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'

Branch of science that deals with the stationary and moving bodies under the influence of forces.

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