For the statically indeterminate beam shown in the figure below, compute the vertical displacement at C....
Statically Indeterminate Compound Beam The compound beam segments meet in the center using a smooth contact (roller). A Determine the reactions at the fixed supports A and B. (EI) is constant Speed 00:33/ 11.53 info CC If a problem is termed statically indeterminate, what additional information can be found in order to solve for the reaction forces. Find the displacement constraint Calculate the maximum moment Take the derivative of the shear force diagram Take another look at the FBD's Submit...
Problem 7: Consider the statically indeterminate beam shown below with the given loading. E- 29,000 ksi and I- 600 in a) Use the stiffness method to find the rotation at node 1. b) Determine the unknown reactions using the force-displacement relationships. c) Draw the shear and moment diagrams for the beam. 12 k 2
2- Classify each of the figures shown below as statically determinate or statically indeterminate, stable or unstable. If statically indeterminate, report the number of degrees of indeterminacy. Joint Joint Joint 19 3- Determine the reactions on the beam shown. Assume A is a pin and the support at B is a roller (smooth surface). 10KN m BALI 3m 4m am And А X
Answers shown below please show the process/explain Problem 9: Consider the statically indeterminate beam shown below with the given loading. E and I are constant. a) Find the rotation at node 2 using the stiffness method. b) Find the unknown reactions using equilibrium and the force-displacement relationships. c) Draw final free body diagrams of the two beam elements and node 2, showing all forces with the correct values and directions. 2.0 k/ft Problem 9: 450 a) θ2_El b) M1 180k...
Please show work Answer shown below Problem 8: Consider the statically indeterminate beam shown below with the given loading. E and I are constant. a) Find the rotation at node 2 using the stiffness method. b) Find the unknown reactions using equilibrium and the force-displacement relationships. Draw final free body diagrams of the two beam elements and node 2, showing all forces with the correct values and directions. c) 2.5 k/ft 30 ft 20 ft Problem : θ2=562.5k-ft2 rad a)...
2) Consider a statically indeterminate beam in (I) = (i) + (ii) + (iii) as shown. a) Using your cheat sheet, compute the solutions of (i), (ii) and (iii) (A to B) respectively in terms of w0, P and Q. b) Compute for (i), (ii) and (iii) at the free end B. b) Impose the constraint at B to solve for the reaction Q=RB (<0) at B. c) Find the elastic curve of (I), the (+2)force & moment reactions at...
Q1. Statically indeterminate beam analysis. a) Calculate the BMs at all the joints of the beam shown in problem 11.7 (p. 491) using the slope deflection method.b) Calculate the BMs at all the joints of the same beam shown in problem 11.7 (p. 491) using the moment distribution method. c) Compare the values of BMs obtained using the two methods a) and b) and comment. 11-10. Determine the moments at A, B, and C, then draw the moment diagram for the beam. The...
Please show work Answer shown below Problem 7: Consider the statically indeterminate beam shown below with the given loading. E-29,000 ksi and I-600 in. Use the stiffness method to find the rotation at node1 Draw the shear and moment diagrams for the beam. 12 k a) c) 18 ft Problem 7: a) 82.01 x 10-3rad b) P7.6k, M2-33.7k ft, P2 4.4k c) 7.0 4.4 45.6 33.7
Classify each of the structures shown below as unstable, statically determinate or statically indeterminate. If statically indeterminate, determine the degree of indeterminacy. Show all your work. Frame
For the frame shown below, EI is constant, (1) specity whether it is statically determinate or statically indeterminate, if statically indeterminate, determine the degree of indeterminacy, determine the reactions at A and C. 60 k 15 ft 30 k 15 ft 15 ft 15 ft