Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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4.For the beam with built-in ends, determine (a) all the support reactions; and(b) the displacement at the midpoint C. (Hint: Use symmetry.)
5.The beam ABC has a built-in support at A and roller supports at B and C. Find all the support reactions.
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- Problem 5: Determine the support reactions at A and E if F = 750 N. 80 mm A VB E D -170 mm 1 125 mm 75 mmarrow_forward1) The truss (containing 12 pin joints, A, B, C, ... L) shown in the figure is simply supported at points H and L that are 4 meters apart. Angles A between different truss members are either 90° or 45° and the member lengths are either 1 m or m. H a) Compute the support reactions when P = 4 kN b) Draw a free body diagram from which internal forces in AB, EJ and IJ can be obtained. c) From the free body diagram of part b obtain forces in members AB, EJ and IJ (indicate if the internal forces are tension or compression) d) List all zero force members that carry no load. (a) (b) 3 (c) 3 (d) 2 RH = FAB = RL = FEJ = Fj =arrow_forwardSolve for internal forces at the "TOP" of member BC.arrow_forward
- Find the resultant force from the force reactions found at B in problem 1. (Provide size and direction with the angle to the +x axis.) (ps. I have already solved question #1. I did not realize there was a "part b" to it)arrow_forward1. 1 For the beam shown below, (a) Draw the V-Diagram (b) Draw the M-Diagram (c) Find the largest value of o, and give the (x,y,z) coordinates of its location. (d) Find the largest value of 7y and give the (x,y,z) coordinates of its location. List of beam properties List of displacements List of forces of single-point constraints (these are the reactions at the supports) List of forces in beam elements List of stresses in beam elements S = 0.05" Si = 0.04" 30" Cross section Aluminum 50.000 in.lb E- l0xIo psi V=0. 3 60"arrow_forward1. 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-arrow_forward
- Static of rigid bodies Show FBDarrow_forwardThe construction features of a cantilever truss bridge are shown in Fig. Here it can be seen that the center truss CD is suspended by the cantilever arms ABC and DEF. C and D are pins. Determine the vertical reactions at the supports A, B, E, and F if a 15-k load is applied to the center truss.arrow_forwardThe asymmetric simple truss is loaded as shown. Determine the reactions at A and D. Neglect the weight of the structure compared with the applied loads. Is the knowledge of the size of the structure necessary? 1L 60° Answers: Ay = i Dy= Dx= i i B 3L 60° 60° E y 1 1L L L L 30° x 4L Darrow_forward
- Please solve all steps properlyarrow_forwardFrom 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)arrow_forwardGiven the support reaction is 9.5KN SOLVE FOR THE MEMBER FORCED CD AND CGarrow_forward
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