The bending moment value at C for the ,4 * beam shown in fig is 20kN/m A 40kN 3m 2m 2m
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![The bending moment value at C for the ,4
* beam shown in fig is
20kN/m
D
B
A
40KN
3m
2m
2m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F17138f2b-e6ca-4b1b-aaaa-c4406094a1ff%2Fc5d923fc-e005-48f4-a8a2-ba12e66f9e21%2Flz9xgeu_processed.jpeg&w=3840&q=75)
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- Find the degree of static indeterminacy and kinematic indeterminacy for the following plane structures: Fig: 1 Ans: Ds = 1 Fig: 2 Ans: Ds = 0 HY FRAME PLANE TRUSS STRESS316. Determine the values of the angles a and 0 so that the forces shown in Fig. P-316 will be in equilibrium.(a) (c) Question 7 The vertical deflection of node C for the truss shown in figure is 2 PL AE PL AE 3 PL AE (b) (d) PL 2 AE 60° 60° L 60° P
- For the shown in Fig (5), find the force in members "a and busing approximate analysis. 2008 40KN 4M 25KN SIAN Fig.:45)5.101 When the end couples Mo are applied to the steel beam, the radius of cur- vature of the neutral axis of the beam is 200 in. Given that E = 29 × 106 psi for steel, determine the value of Mo. Mo Mo 1.0 in. 0.25 in. A B 40 in. FIG. P5.101Q2) Resolve the 20N force in Fig (2), into components along the a and b axes and determine the magnitude of each of these components? F=20N 60 a 80
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