Structural Analysis (MindTap Course List)
5th Edition
ISBN: 9781133943891
Author: Aslam Kassimali
Publisher: Cengage Learning
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Question
Chapter 3, Problem 7P
To determine
Calculate the support reactions for the given beam.
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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
3. The truss shown in Fig. 3 is supported on rollers at E and a hinge at F. Solve for the components Ev, Fv, and Fh of the reactions at these supports.
What is the reaction at the supports for the beam shown?
Chapter 3 Solutions
Structural Analysis (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 indeterminate. If the structure is statically indeterminate externally, then determine the degree of external indeterminacyarrow_forwardQ1: For the structure shown in Fig.1, determine the force in each member. Q2:If P = 6kN and Q = 2kN determine the force supported by each member of the truss shown in Fig.2 Q3: Determine the force in members FE, FC and BC for the truss shown in Fig.3.arrow_forward
- Classify each structure in Fig. 2 as statically determinateor indeterminate, and stable or unstable. If the structureis statically indeterminate, specify the number ofdegrees of indeterminacy. The structures are subjectedto arbitrary external loadings that are assumed to beknown and can act anywhere on the structure. Even if it is statically indeterminate, indicate if stable or unstable.arrow_forward1. For frame presented in Fig. 1, calculate the reactions at the two supports under the applied load, spacing in meters. 2 kN/m 20 kN 20 kN Xa 10 kN Y₁¹ 45 +14+4+ 10 Fig. 1 Yb TL31 2 ←Xbarrow_forwardDetermine the reactions at the supports for the beam shown in Fig. 400 kN-m 15 kN/m 6 m 4 m 160 KN Į 4 m-arrow_forward
- The beam shown in Fig. P.13.26 is simply supported at each end and is provided with an additional support at mid-span. If the beam carries a uniformly distributed load of intensity w and has a flexural rigidity EI, use the principle of superposition to determine the reactions in the supports. Ans. SwL14 (central support), 3wL/8 (outside supports). 100 mm 10 mm 10 mm 200 mm FIGURE P.13.26 10 mmarrow_forwardInvestigate the determinacy and stability of the trusses shown in Fig. 4.10 under loads applied in their plane. B (a) (b) (c) FIGURE 4.10arrow_forwardDetermine forces in members BC, BG and FGarrow_forward
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