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Using only bending energy what the horizontal displacement at C to the nearest 0.01in. w=9k/ft E...
What is the horizontal displacement at C to the nearest 0.0001 in? Include bending, axial, and shear energy. The members are rectangle (A'=A). E = 29,000 ksi G = 11,000 ksi 1 - 428 in A-A-67 in? W=7k/ft -8 ft B tc w 10 ft 384 CHAPTER 9 DEFLECTIONS USING ENERGY METHODS EXAMPLE 9.12 Determine the horizontal displacement of point on the frame shown in Fig. 9-25a. Take E = 29(10%) ksi, G = 12(10) ksi, I = 600 in.....
What is the reaction Ax to the nearest 0.01 kN for the following frame? El are constant and the same for all members. Consider only bending energy. W = 67 kN/m w -5 m-+ 10 m ---5 m 5 m А B 422 CHAPTER 10 ANALYSIS OF STATICALLY INDETERMINATE STRUCTURES BY THE FORCE METHOD 10.5 Force Method of Analysis: Frames The force method is very useful for solving problems involving statically indeterminate frames that have a single story and unusual...
In the final answer please I want a full number what you got in the Calculator. Thank you What is the horizontal displacement at C to the nearest 0.0001 in? Include bending, axial, and shear energy. The members are rectangle (A'=A). E = 29,000 ksi G = 11,000 ksi 1 = 430 in A=A'=55 in? w = 9k/ft B 8 ft w 10 ft 384 CHAPTER 9 DEFLECTIONS USING ENERGY METHODS EXAMPLE 19.12 Determine the horizontal displacement of point on...
2) using the virtual work theorem, the displacement of the D point in the horizontal direction in the system given below, calculate taking into account only the bending effect. (obtain the functions that indicates the change of moments about z axes. you can use various softwares to calculate integrals.you don't need to draw moment diagrams. 1) using the virtual work theorem, calculate the deflection (in the direction of down) at point C in this truss E= Young's modulus F =...