(1)Consider the truss loaded and supported As shown Member Force (KN) T/C 3m3 m 4m4 m---4 1.75 kN (1) AB (2) AC (3) BD (4) BC (5) CD (6) DE (7) CE (8) EF (9) GE (10) 2 kN 1.5 kN 2 kN 0.75 kN G 6 m I KN D B H. E Fom- -6 m - -6 m- G

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Method of Joints
(1)Consider the truss loaded and supported
As shown
Member
Force (KN)
T/C
3 m3 m
+4 m--4 m 4 m
(1) AB
(2) AC
1.75 kN
(3) BD
(4) BC
2 kN
1.5 kN
F
(5) CD
2 kN
(6) DE
(7) CE
I kN
D
0.75 kN
6 m
B
(8) EF
(9) GE
A
H.
C
E
(10)
-6 m -6 m-
6 m-
G
H
(11)GF
(12)Hy
Transcribed Image Text:(1)Consider the truss loaded and supported As shown Member Force (KN) T/C 3 m3 m +4 m--4 m 4 m (1) AB (2) AC 1.75 kN (3) BD (4) BC 2 kN 1.5 kN F (5) CD 2 kN (6) DE (7) CE I kN D 0.75 kN 6 m B (8) EF (9) GE A H. C E (10) -6 m -6 m- 6 m- G H (11)GF (12)Hy
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