Answered: For the compound beam shown: Show that…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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1. Given: A structure shown below Find: (1) Determine the magnitudes and locations of the two distributed loadings. In other words, determine the magnitude and location of the loading between A and C, and those of the loading between D and B. (2) For the member DEB, (a) take the moment at B and find the reaction at E and (b) then find By by either Fy= 0, or EMp = 0. (Recall that support conditions at B and E are rollers, so there are no reactions in x-direction.) (3) For the whole structure, 3 unknown forces and moment at A (Ax, Ay and Ma) are the only unknowns. Determine those 3 unknowns at A. 900 N/m 900 N/m B A C D 2E - 3 m 3 m - 4 m - 3 m3 m-
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Linear Systems and Design Decisions Consider the structure in Figure 1. We will study the forces in the bars of this structure for various r. Develop the equations of static equilibrium and write them in matrix form. Take F2 N. The stiffness matrix A should be in terms of 2. Hint: The supporting structure at E is a pin and at D is a roller, the load on A is F and on B is. The length of member ED is 1m and of AD is 2m, variable z represents the length of member BD and CE. E in D 2m
For the truss shown in the figure, determine the reactions and bar forces assuming the C, as a redundant. AE is constant for all members. A
From the following armor, determine the following: Reactions in A and F. The internal forces at node C. (Indicate whether the forces are in compression or tension.) The internal forces in the elements CH, CD and HI. (Indicate if the forces are in compression (C) or tension (T)). Draw the respective free-body diagrams. Consider the following: A and F are supports. the angles a, B, y are angles of 90, 60 and 30 ° respectively (Check image pr2 for the image of the armor) (Check image pr2.2 for the values to be used)

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For the compound beam shown: Show that it is statically determinate, and find the value of the reactions at the supports.Draw the shear force and bending moment diagrams.