-**十十十十我十s 8ft 8 ft - 8 f 12k 12 k 12 k 12 k 12 k 12 k N 12 k H to 16 ft 5 V3 12 A B D E - 10 n -- 10 t -12t 12n - 10 ft -- 10 n - (a) ¡Line of symmetry 12 k 12k 12 k 12 k 1781 12k M 12 k 83.18 12 k H N 12 84 42 3.91 84 72 B D E 42 k AG. 4.26 (b) 42 k 21.47

-**十十十十我十s 8ft 8 ft - 8 f 12k 12 k 12 k 12 k 12 k 12 k N 12 k H to 16 ft 5 V3 12 A B D E - 10 n -- 10 t -12t 12n - 10 ft -- 10 n - (a) ¡Line of symmetry 12 k 12k 12 k 12 k 1781 12k M 12 k 83.18 12 k H N 12 84 42 3.91 84 72 B D E 42 k AG. 4.26 (b) 42 k 21.47

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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Question

Determine the force in each member of the Fink truss shown in Fig. 4.26(a)

-**十十十十我十s
8ft
8 ft -
8 f
12k
12 k
12 k
12 k
12 k
12 k
N
12 k
H
to
16 ft
5 V3
12
A
B
D
E
- 10 n -- 10 t -12t 12n - 10 ft -- 10 n -
(a)
¡Line of symmetry
12 k
12k
12 k
12 k
1781
12k
M
12 k
83.18
12 k
H
N
12
84
42
3.91
84
72
B
D
E
42 k
AG. 4.26
(b)
42 k
21.47

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