STRUCTURAL ANALYSIS (LL)
6th Edition
ISBN: 9780357030967
Author: KASSIMALI
Publisher: CENGAGE L
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Question
Chapter 4, Problem 27P
To determine
Find the forces in the members of the truss by the method of joints.
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Determine the force in members AB, BD, CD and DF of the truss shown in Fig. P-414
Determine the forces in the members
identified by "3" of the truss shown by the method of
sections.
H
5 m
40 kN
40 kN
40 kN
40 kN
40 kN
6 at 5 m = 30 m-
FIG. P4.32
Section 4.5
4.6 through 4.28 Determine the force in each member of the
truss shown by the method of joints.
T
5 ft
Į
FIG. P4.13
D
A
-12 ft
12
5
6.5 k
B
20 k
12 ft
E
12 ft
10 k
Chapter 4 Solutions
STRUCTURAL ANALYSIS (LL)
Ch. 4 - Prob. 1PCh. 4 - Prob. 2PCh. 4 - Prob. 3PCh. 4 - Prob. 4PCh. 4 - Prob. 5PCh. 4 - Prob. 6PCh. 4 - Prob. 7PCh. 4 - Prob. 8PCh. 4 - Prob. 9PCh. 4 - Prob. 10P
Ch. 4 - Prob. 11PCh. 4 - Prob. 12PCh. 4 - Prob. 13PCh. 4 - Prob. 14PCh. 4 - Prob. 15PCh. 4 - Prob. 16PCh. 4 - Prob. 17PCh. 4 - Prob. 18PCh. 4 - Prob. 19PCh. 4 - Prob. 20PCh. 4 - Prob. 21PCh. 4 - Prob. 22PCh. 4 - Prob. 23PCh. 4 - Prob. 24PCh. 4 - Prob. 26PCh. 4 - Prob. 27PCh. 4 - Prob. 28PCh. 4 - Prob. 29PCh. 4 - Prob. 30PCh. 4 - Prob. 31PCh. 4 - Prob. 32PCh. 4 - Prob. 33PCh. 4 - Prob. 34PCh. 4 - Prob. 35PCh. 4 - Prob. 36PCh. 4 - Prob. 37PCh. 4 - Prob. 38PCh. 4 - Prob. 39PCh. 4 - Prob. 40PCh. 4 - Prob. 41PCh. 4 - Prob. 42PCh. 4 - Prob. 43PCh. 4 - Prob. 44PCh. 4 - Prob. 45PCh. 4 - Prob. 46PCh. 4 - Prob. 47PCh. 4 - Prob. 50PCh. 4 - Prob. 51PCh. 4 - Prob. 52PCh. 4 - Prob. 53PCh. 4 - Prob. 54P
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- Determine the forces in the members identified by "3" of the truss shown by the method of sections. 60 kN E F 30 kN- 5 m B 60 kN 30 kN m 5 m 5m 5 m 5 m -5 m FIG. P4.33arrow_forward7-24 Determine the forces in members DE, EI, and HI of the truss shown in Fig. 3 kN 8 kN 5 kN 3 m B 3 m 4 m 4 m 4 m 4 marrow_forward1-6 Determine the forces in members BC, CD, and DE of the truss shown in Fig. P1-6. В C 3 m E F 3 m 3 m 3 m 10 kN 15 kNarrow_forward
- Determine the forces in members CJ and IJ of the truss shown in Fig. 4.23(a) by the method of sectionsarrow_forward8000 Ib 8000 Ib 4.146 Determine the force in member AD of the truss. 15 ft| 15 ft B (E 40 ft D A bud -25 ft--25 Fig. P4.146arrow_forwardDetermine the force in each member of the truss shown by the method of joints. H 3 m B 40 kN 40 kN - 4 at 3 m = 12 m - FIG. P4.11arrow_forward
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