3. Using the given figure below, determine the reaction of strut member DE and determine th reaction of pin at joint C (use member ABCD). 2.5 m - 2.5 m- - 3.5 m B C D m F E 3 m 50 A 100 kN
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- Refer to the figure below and using the following:F1= 8 kNF2 = 10 kNa = 2 mb = 2 mWhat gives the axial force for members DE, BC, EF, GCWhat gives the reaction at the pin support?FORCE METHOD An overhang beam ABC is loaded as shown. Determine the reactions at the supports due to loading and a support settlement of 1 mm at the roller B. Take E = 200 GPa and I = 500(10^6) mm^4.Determine the following : 1. Vertical reaction of hinge at A in pounds, Av 2. Horizontal reaction of hinge at A(lbs), Ah 3.Maximum shear value(lbs) 4. Maximum moment value (lb-ft)
- A tripod shown supports a load of P = 1000 N at point A. Take note that ball and socket joints are used to mount the triopd at points B, D, and C. Consider the following:L1 = 2L2 = 4L3 = 5θ = 45°α = 30 Point C coordinates: (2, -2, 3) Determine the following: Force of AB = __NForce of AC = __NForce of AD = __NO1. Figure Q1 shows a steel member imposed with various loadings supported by a roller and pin at A and B, respectively. Refer to Table O1. (a)Draw the free body diagram of the ABCD member. (b)Calculate the support reactions at A and B by considering all loadings. (c)Determine the support reactions at A and B if the BCD member is removed. (d)If a pin support is added at D, explain how the structure can be analysed. Given a=4m b=4m c=4m w=40 kn/m M=10 knm P= 50 kNA steel [E = 25500 ksi] pipe column (1) with a cross-sectional area of A1 = 5.60 in.2 is connected at flange B to an aluminum alloy [E = 17500 ksi] pipe (2) with a cross-sectional area of A2 = 4.40 in.2. The assembly is connected to rigid supports at A and C. For the loading shown, determine the normal force in the steel pipe (1).
- In the shown loaded truss, P = 225 kN, calculate the following and select the correct values from the given drop-down list: a) the support reactions at roller A and pin B (i.e., Ax, Ay & By ). 3 m b) the angle a. c) the forces in members AC and AB using the method of joints (i.e., FAC & FAB).For the beam shown, determine the support reactions. EI is constant.Use the force method. I have a correct answer, it is: VA = 21 kN (↑); HA = 6.50 kN (←); VB = 21 kN (↑); HB = 6.50 kN (←). To the left); B (right). I don't know how to get to this result, please show me how to get there step by step30 - Support reactions will be found in the gerber beam whose loading condition is given in the figure. A is the fixed joint, the G point is the intermediate joint, and the B and C supports are the sliding joint. Loads on the beam P1 = 24 kN, P2 = 2 kN, q= 4 kN ⁄ m, beam dimensions a = 4 m, b = 2 m. Accordingly, Gx = ? a) 4B) 10.5C) 0D) 6E) None.
- 13 - Support reactions will be found in the gerber beam whose loading condition is given in the figure. A is the fixed support, the G point is the intermediate joint, and the B support is the sliding joint. Distributed loads on the beam q1= 9 kN ⁄ m, q2= 6 kN ⁄ m, beam dimensions a = 3 m, b = 2 m. Accordingly, Bx = ?a) 45B) 6C) None.D) 0E) 19.52.) Given the truss shown, determine the value of the horizontal reaction at B. C= 14 KN D=20 KN E = 54 KN F = 61 KN g= 7 m The answer must be in KN.Determine the maximum shear in KN-m for the beam. Use the method of consistent deformations. Select the reaction at the roller support to be the redundant. 60 kN 100 KN A D B с 3 m 3 m 3 m E = 200 GPa I = 3,250 (10^3) MM^4Answer in absolute value and two decimal places