5 kN A 15 kN 15 kN B C K 30 kN 20 kN D 6@3m = 18 m E 10 kN H F 5 kN G 000 T 3@1m ↓ = 3 m

Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter6: Beam–columns
Section: Chapter Questions
Problem 6.9.2P
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INSTRUCTIONS: (USE METHOD OF SECTION)
A. Determine the forces in all members with () marks of the given trusses. State
if the members are in tension or compression. Create tabulation of final
answers, kindly see the attached example format.
TRUSS MEMBER
AB
BC
FORCE
14.56 KN
0
NOTE: EXPRESS YOUR VALUES IN TWO DECIMAL PLACES
DIRECTION
T
Transcribed Image Text:INSTRUCTIONS: (USE METHOD OF SECTION) A. Determine the forces in all members with () marks of the given trusses. State if the members are in tension or compression. Create tabulation of final answers, kindly see the attached example format. TRUSS MEMBER AB BC FORCE 14.56 KN 0 NOTE: EXPRESS YOUR VALUES IN TWO DECIMAL PLACES DIRECTION T
5 kN
A
15 kN 15 kN
B
C
K
30 kN
20 kN
D
6@3m = 18 m
E
10 kN
H
F
5 kN
G
000
T
3@1m =
↓
3 m
Transcribed Image Text:5 kN A 15 kN 15 kN B C K 30 kN 20 kN D 6@3m = 18 m E 10 kN H F 5 kN G 000 T 3@1m = ↓ 3 m
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