Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Question
A sandwich beam having steel faces enclosing
a plastic core is subjected to a bending moment
M = 5 kN . m. The thickness of each steel face is
t = 3 mm with modulus of elasticity Es = 200 GPa.
The height of the plastic core is hp =140 mm, and
its modulus of elasticity is Ep = 800 MPa. The overall
dimensions of the beam are h =146 mm and
b =175 mm.
Using the transformed-section method, determine
the maximum tensile and compressive stresses
in the faces and the core.
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- Please solve correctlyarrow_forwardFigure Q4 shows a piece of triangular thin plate ABC with thickness 5 mm. A linear pressure as shown in the figure is being applied to edge AB with maximum intensity of 100 kN/m² at the middle of edge AB. The plate is made from stainless steel, with a Young's modulus of 200 GPa and Poisson's ratio of 0.3. The deformations in the plate are to be obtained. For such purposes, the finite element method is being employed. (a) (b) (c) (d) (e) State the type of problem involved in this case (to determine the stiffness matrix to be used). Model this problem optimally using the least number of orthogonal triangular elements only. Label the nodes and elements and indicate clearly the status of all the relevant degrees-of- freedom in this model. Set up the appropriate system of simultaneous equations and solve for the unknown displacements. Displacements at point T. Without any calculation, explain on the value of strain at points S and T.arrow_forward
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