What is the reaction Ax to the nearest 0.01 kN for the following frame? El are...
KHW 9: force method Force Method of Analysis: Frames 2 of 5> statically indeterminate. Choosing S and Cy as the redundant forces leads to the superposition shown. The flexibility coefficient Bo relates the deflection at point B to the redundant force at C The compatibility equations are written by requiring the displacements at the redundant locations to be consistent between the real beam and the model formed by the superposition of the statically determinate beams. Part A -Deflection of th...
Using only bending energy what the horizontal displacement at C to the nearest 0.01in. w=9k/ft E = 29,000 ksi I = 716 in B 8 ft w 10 ft EXAMPLE 9.10 Determine the horizontal displacement of point on the frame shown in Fig. 9-20. Take E = 29(10) ksi and I = 600 in" for both members 8 4k/ 10 Ft T X Fig. 9-20 SOLUTION Virtual Moments m. For convenience, the coordinates x, and x, in Fig. 9-20a will...
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.....
Find all the reaction forces Ax, Ay,Dx,Dy Problem 1 The frame shown in the figure has two pin supports at points A and D. Two point loads P1 = P2 = 4 kN and a uniformly distributed load W = 10 kN/m are applied to the frame as shown. The horizontal reaction at support A is -1.037 kN. Note: A positive value here indicates a reaction force pointing to the right, and a negative value one pointing to the left....
QUESTION 1 [25 marks A frame loaded with a uniformly distributed load at Member AB and point load at Member BC and joint B. It has pinned supports A and C, while joint B is fixed connected, as can be seen in Figure 1. Take E-200 GPa. a) Using the slope-deflection method, calculate the moments and illustrate the bending moment diagram. [15 marks) b) Then calculate the shear forces and sketch the shear force diagram. [10 marks) 22 KN 10...
1. The number of equilibrium equations available in 2D is 6. 2. The Method of Sections results in a 2D rigid body equilibrium problem. 3. Indeterminate trusses can only be solved by Method of Joints, not Sections. 4. By definition, truss members must be pin connected & carry only axial load. 5. Shear Force is the first derivative of Bending Moment. 6. Distributed Load is the integral of Shear Force. 7. The maximum Bending Moment is always at the center...
summatize the following info and break them into differeng key points. write them in yojr own words apartus 6.1 Introduction—The design of a successful hot box appa- ratus is influenced by many factors. Before beginning the design of an apparatus meeting this standard, the designer shall review the discussion on the limitations and accuracy, Section 13, discussions of the energy flows in a hot box, Annex A2, the metering box wall loss flow, Annex A3, and flanking loss, Annex...