A B C D E H = 50 kN H G F k 3 at 3 m = 9 m |- 3 m For this exercise consider the two trusses shown in the sketches below. Determine the forces in all members of each truss. Then, briefly discuss how the applied loads affect the number of zero-force members in each of the trusses. Note the horizontal load is assumed to act three meters above point A, and the vertical load is assumed to act nine meters to the right of point A.

A B C D E H = 50 kN H G F k 3 at 3 m = 9 m |- 3 m For this exercise consider the two trusses shown in the sketches below. Determine the forces in all members of each truss. Then, briefly discuss how the applied loads affect the number of zero-force members in each of the trusses. Note the horizontal load is assumed to act three meters above point A, and the vertical load is assumed to act nine meters to the right of point A.

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter10: Plate Girders

Section: Chapter Questions

Problem 10.7.9P

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The last person that answered this question just put a ss of an answer to a question on the same concept, so I had to use another question and ask it again. Please answer this specific question and provide the actual numeric values for each member in the truss. I will like the answer as well just please actually answer the question correctly.

A
B
C
D
E
H = 50 kN
H
G
F
k
3 at 3 m = 9 m
|-
3 m

For this exercise consider the two trusses shown in the sketches below. Determine the forces in all
members of each truss. Then, briefly discuss how the applied loads affect the number of zero-force
members in each of the trusses. Note the horizontal load is assumed to act three meters above point A,
and the vertical load is assumed to act nine meters to the right of point A.

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