Structural Analysis, Si Edition (mindtap Course List)
6th Edition
ISBN: 9781337630948
Author: KASSIMALI, Aslam
Publisher: Cengage Learning
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Chapter 3, Problem 25P
To determine
Calculate the support reactions for the given structure.
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Qy For the truss shown in Fig. (1)
Find All reactions
note: All Area of the members = 3
EI Constant
E
3m
10KN
G₁ 10 N
10%
3m
Fig. (1)
F
B
4m
4m
4m
Investigate the determinacy and stability of the trusses shown in Fig. 4.10 under loads applied in their
plane.
B
(a)
(b)
(c)
FIGURE 4.10
Classify each of the structures shown in Fig. 3.17 as externally unstable, statically determinate, or statically indeterminate. If the structure is statically indeterminate externally, then determine the degree of external indeterminacy
Chapter 3 Solutions
Structural Analysis, Si Edition (mindtap Course List)
Ch. 3 - Prob. 1PCh. 3 - Prob. 2PCh. 3 - Prob. 3PCh. 3 - Prob. 4PCh. 3 - Prob. 5PCh. 3 - Prob. 6PCh. 3 - Prob. 7PCh. 3 - Prob. 8PCh. 3 - Prob. 9PCh. 3 - Prob. 10P
Ch. 3 - Prob. 11PCh. 3 - Prob. 12PCh. 3 - Prob. 13PCh. 3 - Prob. 14PCh. 3 - Prob. 15PCh. 3 - Prob. 16PCh. 3 - Prob. 17PCh. 3 - Prob. 18PCh. 3 - Prob. 19PCh. 3 - Prob. 20PCh. 3 - Prob. 21PCh. 3 - Prob. 22PCh. 3 - Prob. 23PCh. 3 - Prob. 24PCh. 3 - Prob. 25PCh. 3 - Prob. 26PCh. 3 - Prob. 27PCh. 3 - Prob. 28PCh. 3 - Prob. 29PCh. 3 - Prob. 30PCh. 3 - Prob. 31PCh. 3 - Prob. 32PCh. 3 - Prob. 33PCh. 3 - Prob. 34PCh. 3 - Prob. 35PCh. 3 - Prob. 36PCh. 3 - Prob. 37PCh. 3 - Prob. 38PCh. 3 - Prob. 39PCh. 3 - Prob. 40PCh. 3 - Prob. 41PCh. 3 - Prob. 42P
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- Qy For the truss shown in Fig. (1) Find All reactions note: All Area of the members = 3 EI Constant A E 3m 10KN G 3m 10 F OTO 4m 4marrow_forwardClassify each of the structures shown in Fig. 3.17 as externally unstable, statically determinate, or statically in-determinate. If the structure is statically indeterminate externally, then determine the degree of external indeterminacy.arrow_forwardPlease help me solve the question below the diagram related to the question is in the uploaded image Determine the reactions and the force in each member of the truss shown in the figure below using the Force Method of Analysis using member CB as the redundant.arrow_forward
- Determine the degree of indeterminacy (i) of the structure shown below:arrow_forwardClassify the structures for Stability and determinacy , if unstable state why, if indeterminate state the degree of indeterminacyarrow_forwardDetermine whether the truss structures in Fig. 1 are stable or not. 5 kip 5 kip 5 kip Tên TTITT 5 kip 5 kip 5 kip 5 kip 5 kip (a) (b) (c)arrow_forward
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- Determine the reactions at the supports 1000lb 600 lb В D 20' 20' 20' 20' 400 lb 1000 lbarrow_forwardDegree of static indeterminacyarrow_forwardSTATIC DETERMINACY, INDETERMINACY, AND INSTABILITY Classify each of the structures shown as externally unstable, statically determinate, or statically indeterminate. If the structure is statically indeterminate externally, then determine the degree of external indeterminacy. (a) B B Hinge (b) (c) Hinge Hinge (d) Hinge Hinge Hinge Hinge (e) (f) Hinge Hinge Hinge (g)arrow_forward
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