STRUCTURAL ANALYSIS (LL)
6th Edition
ISBN: 9780357030967
Author: KASSIMALI
Publisher: CENGAGE L
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Question
Chapter 4, Problem 31P
To determine
Find the forces in the members of the roof truss.
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Students have asked these similar questions
Determine the force in each member of the Warren truss shown in Fig. 10.20(a).
Determine the force in each member of the Fink truss shown in Fig. 4.26(a)
Determine the force in each member of the compound truss shown in Fig. 4.25(a)
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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Similar questions
- Determine the force in each member of the Warren truss shown in Fig. 4.19(a) by the method of jointsarrow_forwardClassify each of the trusses shown as statically unstable, statically determinate, or statically indeterminate. If the structure is statically indeterminate externally, then determine the degree of external indeterminacy.arrow_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
- 1-6 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_forwardDetermine the force in each member of the truss shown in Fig. 4.20(a) by the method of joints.arrow_forwardInd the force In each member of the truss shown in Fig.using method of sections 4.5m 4.5m 4.5m 100kN 150 kNarrow_forward
- #433. Compute the forces in bars AB, AC, DF, and DE of the scissors truss shown in Fig. P-433arrow_forward6.10 Determine the force in each member of the Gambrel roof truss shown. State whether each member is in tension or compression. 2 kips 2 kips 2 kips 3.6 ft 1 kip I kip B F. 9 ft A E 12 ft 12 ft→-12 ft- Fig. P6.10arrow_forward2. Determine the force in bars BD, CD, and DE of the nacelle truss shown in Fig. 60 kN 120 kN 120 kN 120 kN 3 m 3 m 6 m- 3 m E 2 m 4 m Figure P-427arrow_forward
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