Question 7 Find the forces in members AC and AD of the truss shown below using...
1. Consider the truss shown in the figure below a. Find the forces and stresses at members AC, AD, and BD. The cross- section areas of members AC, AD, and BD are AAc, AAD, and ABD, respectively b. State the tvpe of loading (tension, compression, or unloaded) for members AC, AD, and BD
For the shown truss, Find the forces in all members ( use the joint method).
4. The space truss shown below is supported by ball and socket joints at C, D and E. The external force acting at joint A is F 10i+60j + 20k kN. Find forces in members AB, AC and AD. Indicate whether the axial forces in these members are compressive or tensile. Use method of joints. E (0,0.8,0) m 0.4 m 0.6 m
1) Using the section location (section S-S), Find the internal axial forces related. 2) Using the joint method, find the internal axial forces in all members of the truss shown below.P1 = 70K P2 = 130KN P3 = 90KN P4 = 80KN X1 = 3m X4 = 4.5mI need this by tomorrow, please
5. (20 points) The truss shown below supports horizontal forces of 6 kips at Joint G, 8 kips at Joint E, and 4 kips at Joint C. All truss members are made of steel (E 29,000 ksi). Each of the diagonal members (Members AD, DE, and EH) has a cross-sectional area of 1.2 in2. Each of the vertical members (Members AC, CE, EG, BD, DF and FH) has a cross-sectional area of 2.4 in Each of the horizontal members (Members...
Required information In the truss shown, members AC and AD consist of rods made of the same metal alloy. AC is of 25-mm diameter and the ultimate load for that rod is 385 kN. NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. 1.5 m B 3 m 3 m 48 kN 48 kN Determine the required diameter of AD if it is desired that both rods have the...
Question Three: For the truss shown below, find the the internal force in member No. 6 using section method. "M 5 m 5 m 40 KN 5 m 5 m Find the reactions at the supports. Find the internal forces in members 2 and 6. Show calculations. knowing that, M =92.49kN L =96.23kN 0= 40°
For the symmetrical K-truss shown, find the forces in the truss members LE and ER. Loadings and dimensions are shown on the sketch. (Hint: you may need to calculate forces in other members to find the force in member ER) 20' 5 kips5 kips 5 kips 5 kips 5 kips 5 kips 5 kips 8 x 10' 80
Method of Sections Reference the truss shown below. Solve for the forces in the specified members using the Method of Sections. Clearly indicate whether the members are in compression (C) or tension (T). P-10 kN, P, = 6 kN and P, -8 kN. Note: You will not get credit for your work if you do not use the Method of Sections. 3 m Question 21 (6 points) Solve for the reactions at the supports Indicate both the magnitude and direction...
Q7) Find the member forces in the truss shown in Fig.7 using method of Consistent Deformations. Assume "AE "is constant for all the members. 120 kN 12 ft 9 ft Figure 7