STRUCTURAL ANALYSIS (LL)
6th Edition
ISBN: 9780357030967
Author: KASSIMALI
Publisher: CENGAGE L
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Question
Chapter 4, Problem 30P
To determine
Find the forces in the members of the roof truss.
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Determine the force in each member of the truss shown by the method of joints.
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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
- Classify 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_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_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
- I need the answer as soon as possiblearrow_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
- Classify each of the plane trusses shown as unstable, statically determinate, or statically indeterminate. If the truss is statically indeterminate, then determine the degree of static indeterminacyarrow_forwardFor the truss shown in Fig. P-4-4.15. determine independently the forces in bars BD, CD, CE and EF (use method of section)arrow_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_forward
- Determine the forces in each member and determine whether its tensile or compression. Show complete solution.arrow_forwardDetermine the force in each member of the Warren truss shown in Fig. 4.19(a) by the method of jointsarrow_forward3-5. By the mixed method of joint and section, determine the bar forces in the lettered bars of the K truss shown in Fig. 3-37. F10ft b. 20 ft V 90* 6 at 20 ft = 120 ft Fig. 3-37 3-6. Make a complete analysis of the compound truss shown in Fig. 3-38. 24* 9 ft E 6 ft A F 3 at 12 ft = 36 ft Fig. 3-38 3-7. Use the súbstitute-member method to make a complete analysis of the complex truss shown in Fig. 3-39. Repeat it by solving 12 joint equations if a digital computer is available. 2 m 20 kN 4 m 1 m 2 at 4 m = 8 m Fig. 3-39arrow_forward
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